{"url":"http://www.weatherforyou.com/reports/index.php?config=&forecast=warnings&place=dallas&state=tx&zipcode=75201&country=us&county=48113&icao=&zone=TXZ119&cwa=FWD","date":"2016-05-30T18:27:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-22/segments/1464051054181.34/warc/CC-MAIN-20160524005054-00180-ip-10-185-217-139.ec2.internal.warc.gz","language_score":0.8009018301963806,"token_count":349,"dump":"CC-MAIN-2016-22","global_id":"webtext-fineweb__CC-MAIN-2016-22__0__36015912","lang":"en","text":"Lat: 32.78N, Lon: 96.8W\nWx Zone: TXZ119\n|Select the Advisory Below for Detail.|\n| ||Issued: 914 AM CDT MON MAY 30 2016|\n| ||Expires: 1036 PM CDT WED JUN 01 2016|\nIssue Date: 914 AM CDT MON MAY 30 2016\nExpiration: 1036 PM CDT WED JUN 01 2016\n...The Flood Warning continues for the following areas in Texas...\nElm Fork Trinity River Near Carrollton Affecting Dallas County\nTrinity River At Dallas Affecting Dallas County\nTrinity River Near Long Lake (Oakwood) Affecting Anderson...\nFreestone and Leon Counties\nWest Fork Trinity River Near Boyd Affecting Wise County\nDo not drive cars through flooded areas.\nCaution is urged when walking near riverbanks.\nStay tuned to NOAA All Hazards Radio for the latest river forecasts.\n914 AM CDT MON MAY 30 2016\nThe Flood Warning continues for\nThe Trinity River At Dallas.\n* At 0800 AM Monday the stage was 31.67 feet.\n* Flood stage is 30 feet.\n* Minor flooding is occurring and Minor flooding is forecast.\n* Forecast...The river will continue rising to a crest near 32 feet\nby Tuesday after midnight. The river should fall below flood stage\nlate Wednesday morning.\n* At 32 feet, Minor flooding of agricultural lands used for cattle\ngrazing will occur. Low water crossings near the river will begin\nLAT...LON 3275 9693 3281 9693 3283 9683 3275 9671\n3269 9676 3278 9687","domain":"hydraulic_engineering"}
{"url":"https://experts-gathering.com/case-study/cyber-security-solution-for-cura9452980344803791741979618394351929561523","date":"2023-12-06T00:12:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100575.30/warc/CC-MAIN-20231206000253-20231206030253-00467.warc.gz","language_score":0.8986627459526062,"token_count":224,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__251726505","lang":"en","text":"Simulation Algorithm and Validation of a Photovoltaic Water Pumping System\nAbstract: A photovoltaic (PV) water pumping system has been modelled using TRNSYS considering a power supply, a direct current (DC)/alternating current (AC) inverter, an AC induction motor, a centrifugal pump, a well, a water storage tank, and an overflow protection device. The model emulates actual pumping head curves, uses numerical methods to determine pumpsystem working points, and includes a storage tank as a component in the system. It simulates PV-powered water pumping systems, constant voltage tracking, voltage frequency modulation, and maximum power point tracking algorithms; variable inverter frequency with variable motor efficiency, variable inverter frequency with constant motor efficiency, and constant inverter frequency with variable motor efficiency algorithms. It also has the facility to calculate the accumulated unused part of the PV energy owing to the pump reaching its maximum capacity limit. Model validation was accomplished by comparing simulated results with both the laboratory measurements and long-term field data from Jordan; good match and accuracy have been achieved.","domain":"hydraulic_engineering"}
{"url":"https://www.rotofluidpump.com/barrel-oil-gear-pump.html","date":"2019-10-18T23:40:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986685915.43/warc/CC-MAIN-20191018231153-20191019014653-00044.warc.gz","language_score":0.8635343909263611,"token_count":568,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__67582521","lang":"en","text":"|Minimum Order Quantity||1 Number|\n|Design Type||gear pump|\n|Motor Horsepower||3 HP|\n|Max Flow Rate||50 LPM|\n|Motor Speed||1440 RPM|\nBarrel oil pump\nFluid Tech Systems offers “ROTOFLUID” brand gear pump Model “FTMB” (Mono block Gear Pump, Fluid Transfer Gear Pump) which is pre-lubrication motorized type positive displacement rotary gear pump that is why it is called Monoblock rotary gear pump. The design of the pump consider spacing saving in on elegant outlook. These pumps are with single helical, refined gear pair and hardened and grind finished shaft. The stuffing box is relieved to suction to prevent any pressure built ups to avoid leakages through shafts. The motorized pumps set in monoblock design ensure perfect alignments and saves space & reduces down time. The suction and delivery connection are available in 1/2\", 3/4\" and 1\" size. These pumps can be operated up to pressure of 5kg/cm² with maximum temperature up to 80ºC.\n|Minimum Order Quantity||1 Piece|\n|Max Flow Rate||6000 LPH|\n|Rotary Speed||1440 RPM|\nIndustrial Oil Burner LDO pump\nFluid Tech Systems offer “ROTOFLUID” brand internal gear pump Model “FIG” (Fuel injection Internal Gear Pump, LDO Gear Pump, Burner Firing Gear Pump, Boiler Firing Gear Pump, FIG Pump, HSD Gear Pump, Diesel Filling Gear Pump) which is high precision and fuel pressuring type positive displacement internal gear pump which prepared by graded cast iron. These nitrated gear , shafted rotor give better performance with closed tolerance to give long life. Model “FIG” is flange mounted. These pumps are self priming type produces maximum, vacuum determined by the cavity between the gear teeth. These pumps modified profile teeth cutting to give accurate capacity with in the pressure range. These pumps are capable to run liquid up to 500 CST viscosity and up to temperature 200ºc. The sealing is done with mechanical seal to ensure zero leakage.\nThe suction and delivery connections are available in 3/8\",1/2\",3/4\"and 1\" size. Model “FIG” pump come in a capacity Range of 60 LPH to 6000 LPH with operating pressure up to 35 kg/cm², yet for continuous duty maximum recommended pressure is 30kg/cm². These pumps can also be used at 2800 RPM. The capacity will have approx double of normal duty condition. These pump can be run both clock and anti clock direction as per requirement","domain":"hydraulic_engineering"}
{"url":"https://rdc.com.mv/news/the-installation-of-the-curbstones-and-the-storm-watering-network-is-well-under-way-at-sh-milandhoo","date":"2022-09-25T13:23:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030334579.46/warc/CC-MAIN-20220925132046-20220925162046-00443.warc.gz","language_score":0.9724892973899841,"token_count":126,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__172278003","lang":"en","text":"The installation of the curbstones and the storm watering network is well under way at Sh. Milandhoo\n22 August 2022\nThe construction of a storm watering network and the installation of curbstones are both underway as part of the road development project in Sh. Milandhoo.\nMilandhoo road development project was signed on March 12, 2020. The project is scheduled to be completed within 705 days. The project was awarded to RDC for MVR 156,477,632.23 and is being carried out under the design and building policy of Major Roads at Sh. Milandhoo.","domain":"hydraulic_engineering"}
{"url":"https://www.tuxhorn.de/en/products/supply-fittings/level-indicator/","date":"2023-09-26T08:31:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510179.22/warc/CC-MAIN-20230926075508-20230926105508-00006.warc.gz","language_score":0.7503731846809387,"token_count":292,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__23947184","lang":"en","text":"tubra® level indicators\nFittings for level indicators\ntuxhorn® liquid level indicator for every application\nwater level gauges with or without liquid level tube in various designs, oil level gauges and a wide range of accessories\nWe offer a wide range of liquid level indicators. Just contact us, we will find the right product for your application.\ntubra® water level indicator with liquid level tube borosilicate glass\nfor checking the water level in pressure vessels according to DIN 4810.\nMax. 100 °C, PN10, media: water, oil Body material: CW617N (2.0402)\nSeal: EPDM + NBR, handwheel: metal, red, liquid level tube: borosilicate,\nProtection tube: 2.0401\ntubra® oil level indicator self-closing with drain ball valve\nfor visual level indication in liquid containers.\nModel with drain ball valve.\nMax. 100 °C, PN10, medium: oil\nHousing material: CW617N (2.0402)\nfor pressure indication for tubra® fittings\nMedia: water, oil\nMax. 100 °C, PN6\ntubra® selection of other valves\nSupply fittings are used for the protection of pressurized and unpressurized systems","domain":"hydraulic_engineering"}
{"url":"https://overstrand.gov.za/en/media-section/news?start=15","date":"2019-05-20T15:53:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232256040.41/warc/CC-MAIN-20190520142005-20190520164005-00246.warc.gz","language_score":0.9614075422286987,"token_count":145,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__58719766","lang":"en","text":"Work on the upgrading of the sewerage system in Hermanus, near the Old Harbour, has begun. This project will temporarily impact tenants of Village Square, and also some businesses along Marine Drive and Main Road, as well as those on Market Square.\nWhilst construction is underway, sections of Marine Drive, Market Square Street and Main Road as well as the parking lots in the affected areas will be closed temporarily to traffic.\nPedestrian traffic will be accommodated throughout the construction period.\nThe project entails the construction of a new rising main sewer pipeline from the newly constructed Bientang Sewer Pump Station, across Marine Drive, then along Market Square Street, to connect to the existing sewer system in Main Road.","domain":"hydraulic_engineering"}
{"url":"http://www.toolcentral.com/ecommerce.php/mode/view/cat/298/product/19474","date":"2015-03-28T16:00:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-14/segments/1427131297622.30/warc/CC-MAIN-20150323172137-00152-ip-10-168-14-71.ec2.internal.warc.gz","language_score":0.7773979902267456,"token_count":177,"dump":"CC-MAIN-2015-14","global_id":"webtext-fineweb__CC-MAIN-2015-14__0__167478930","lang":"en","text":"10 TON PORTO-POWER KIT\nBanner Hydraulic Collision Repair Kit - 10 Ton\n- Snap-lock design for quick, easy assembly.\n- Automatic pump overload system protects against damage to rams and equipment\n- Heavy-walled extension tubes stand up in the toughest situations\n- Flex head features permanently molded rubber pad - interlocked to prevent seperation\n- Long handles provide low pumping effort.\n1/2 ton capacity hydraulic spreader features 2\" jaws\nspreads from 5/8\" to 3-3/4\"\nIncludes: 10-ton hydraulic pump,\n10-ton hydraulic ram,\n6' hose with coupler,\n90° V base,\n27\" extension tube,\n18\" extension tube,\n10\" extension tube,\n4\" extension tube,\nand molded carrying case.","domain":"hydraulic_engineering"}
{"url":"http://pegasia.blogspot.com/2014/01/vietnam-news-lienvietpostbank-approves.html","date":"2017-04-30T12:48:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917125532.90/warc/CC-MAIN-20170423031205-00099-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9201348423957825,"token_count":217,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__167025328","lang":"en","text":"LienViet Post Joint Stock Commercial Bank (Lienvietpostbank) has approve a credit package worth US$ 193.66 million for expansion of the Xekaman 1 hydropower plant which is developed by the Vietnam –Lao Electricity Corporation (Song Da Corporation). Loan term will be 14 years and it is one of the important and major credit financing contract of the Lienvietpostbank.\nThe project’s total investment is US$ 487.17 million with a total design capacity of 322 MW, is built in the downstream of Xekaman river. The project which is expected to be completed in 2016 will provide a total output of 1.22 billion kWh per year. Xekaman 1 Hydropower plant is a largest-scale hydropower project invested by the Vietnam-Lao Electricity Corporation in Laos. Xekama hydropower plant project is under the energy cooperation agreement between the two governments of Vietnam, Laos. It is an important project not only in term of economics, society but also politics between the two countries.","domain":"hydraulic_engineering"}
{"url":"https://www.resale.info/en/used/Gestra/PN/","date":"2023-12-04T09:17:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100527.35/warc/CC-MAIN-20231204083733-20231204113733-00084.warc.gz","language_score":0.7626993060112,"token_count":281,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__31870093","lang":"en","text":"Pressure reducing valve, condensate drain, valve, check valve, control valve -Condensate drain made of: stainless steel -Gestra: UNA 15v -Use: vertical -Pressure: PN25 -Connection: DN15 -Dimensions: 145/100/H200 mm -Weight: 7.1 kg\nGESTRA level switch NRS 1-50 as water level limiter according to TRD, EN 12952/EN 12953 ON electrode device Certified according to IEC 61508 (SIL3). The level switch NRS 1-50 is used in conjunction with the level electrode NRG 1-50 as a water level limiter for steam boiler and hot water systems. Water level limiters switch off heating when the specified lowest water level (NW) falls below the specified level Inquiries preferably by eMail:\nPressure reducing valve, condensate drain, valve, non-return valve, control valve, Thermovit regulator, condensate drain regulator -Manufacturer: Gestra, Thermovit regulator for condensate drain regulator UBK 46 Ovp -Type: ET.TH. controller UBK46 -Material number: 375324 -Number: 14x controller available -Price per piece -Dimensions cardboard: 75/70/H55 mm -Weight: 0.1 kg/pc.","domain":"hydraulic_engineering"}
{"url":"http://www.hitemp.com.au/hitemp-compressed-air-services/blowers/omega-profile/db-series","date":"2021-04-21T11:35:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618039536858.83/warc/CC-MAIN-20210421100029-20210421130029-00028.warc.gz","language_score":0.7925390005111694,"token_count":129,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__80690066","lang":"en","text":"DB Series: DB C Class\nMax. pressure differential 1000 mbar (g). Max. flow rate 15.6 – 22.1m³/min (550 - 780 CFM). Max. rated motor power 37 - 45kW.\nVacuum: Max. pressure differential 500 mbar (g). Max. suction rate 15.7 – 22.3m³/min. Max. rated motor power 37 – 45kw.\nChoice of two within the DB series designed and built to perform at maximum efficiency with minimal space required, making it the perfect solution for water treatment plants.Download Brochure","domain":"hydraulic_engineering"}
{"url":"https://tvi.com.pk/wapda-inks-442-billion-rupees-deal-for-diamer-bhasha-dam-construction/","date":"2020-09-23T09:32:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400210616.36/warc/CC-MAIN-20200923081833-20200923111833-00137.warc.gz","language_score":0.9504715800285339,"token_count":468,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__220755304","lang":"en","text":"The dam, once constructed, will have a power generation capacity of 4,500 MW.\nPakistan’s Water and Power Development Authority (WAPDA) announced it awarded the contract for construction of Diamer Bhasha Dam to a consortium. The contract, which is worth 442 billion rupees, includes the construction of a diversion system, main dam, access bridge, and the 21MW Tangir hydropower project.\nThe project is awarded to China Power-FWO consortium, which hold a 70% and a 30% stake in the project, respectively. Forward Works Organization, or FWO, is a commercial subsidiary of the Pakistan Army. The contract is a part of the larger dam project, which will cost around $14 billion and is expected to be completed by 2028.\nDiamer-Bhasha dam project CEO Amir Bashir Chaudhry and representative of China Power Yang Jiandu Faisal Vawda, Chinese Ambassador to Pakistan Yao Jing, Secretary for Water Resources Mohammad Ashraf, Chairman Wapda Lt Gen (R) Muzammil Hussain, Pakistan Army’s engineer-in-chief Lt Gen Moazzam Ejaz and Director General FWO Maj Gen Kamal Azfar were present at the contract signing ceremony.\nWAPDA sheds light on the specifications of the overall project, which will add another 35 years of life to Tarbela Dam by reducing sedimentation. “The 6.4 MAF [million-acre foot] water storage capacity of the dam will reduce the current water shortage in the country of 12 MAF to 6.1 MAF,” the statement said.\nThe dam, once constructed, will have a power generation capacity of 4,500 MW. The project will also help avoid floods and reduce yearly losses by billions. 1.2 million acres of agricultural land will be irrigated through the project. The dam project will also create more than 16,000 jobs.\nThe project was approved for construction in 2010 but was delayed after the lenders backtracked due to India’s opposition. It was split into two core projects, the dam itself and the power project, which will be developed later. The dam will be major storage of water after Tarbela and Mangla dams.","domain":"hydraulic_engineering"}
{"url":"http://www.rainharvest.com/pumps-and-controllers/pump-controllers.asp","date":"2016-02-08T16:29:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-07/segments/1454701153736.68/warc/CC-MAIN-20160205193913-00231-ip-10-236-182-209.ec2.internal.warc.gz","language_score":0.7533285617828369,"token_count":203,"dump":"CC-MAIN-2016-07","global_id":"webtext-fineweb__CC-MAIN-2016-07__0__146494229","lang":"en","text":"You searched for Pump Controllers. We've found 7 items for you.\nRainFlo MHP150A 1-1/2 HP Automatic Pump\nRainFlo 1700-IG Rainwater Collection System\nRainFlo MHP75A 3/4 HP Automatic Pump\nRainFlo Flow Inducer Rainwater Pump Stations\nRainFlo 1.25 HP Universal Rainwater Pump\nRainFlo automatic 1-1/2 horsepower pumping system with durable and quiet performance up to 36 gpm and 65 psi (max.)\nRainFlo 1700 gallon in-ground rainwater collection system. Includes everything needed for a complete rainharvesting system.\nRainFlo automatic 3/4 horsepower pumping system with durable and quiet performance up to 26 gpm and 65 psi (max.)\nHigh performance mid-range automatic pump stations for large residential, commercial, and light-industrial rainwater collection systems.\nHigh performance universal rainwater pump with 1-1/4\" threaded inlet for submersible and external installation.","domain":"hydraulic_engineering"}
{"url":"https://blu.svod.ua/product/494.html","date":"2021-09-20T20:16:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780057091.31/warc/CC-MAIN-20210920191528-20210920221528-00650.warc.gz","language_score":0.8708589673042297,"token_count":110,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__36511209","lang":"en","text":"The pump for household systems of reverse osmosis \"SVOD-BLU\"\nprice: 2,589 UAH\nIt is designed to increase the pressure control on the filter element. Equipped with high and low pressure sensors. The package also includes a 220/24 V power supply and angled connections for connection to the system.\nWorking pressure: 3-8 atm.\nMaximum inlet pressure: 3.5 atm.\nProductivity: 1,2 l / min.\nOperating voltage: 24 VDC","domain":"hydraulic_engineering"}
{"url":"http://fuwaytai.co.th/preview_product.php?pid=10053","date":"2021-06-14T17:25:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623487613380.12/warc/CC-MAIN-20210614170602-20210614200602-00614.warc.gz","language_score":0.8476549983024597,"token_count":95,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__110641793","lang":"en","text":"Designed to provide equal flow for up to four fluid paths, the TS918-46 is used\nwhenever precision fluid flow to multiple stations is required. The Manifold\nworks with the TS1258 Pressure Pot (TS1258-375 Hose Kit required to use\nTS918-46 and TS1258 together). Made from Delrin® and suitable with UV\nmaterials. The manifold can be used with any Techcon Systems Valve.","domain":"hydraulic_engineering"}
{"url":"https://www.cflroads.com/project/437131-1","date":"2021-10-27T12:06:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323588153.7/warc/CC-MAIN-20211027115745-20211027145745-00540.warc.gz","language_score":0.8198179006576538,"token_count":81,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__221739384","lang":"en","text":"|Construction Cost:||$4.5 Million|\nThis project makes improvements to the existing storm drainage system to alleviate flooding along East Colonial Drive (State Road 50) at the intersections of Irvington Avenue, Lakewood Drive, and Maguire Boulevard. The improvements are expected to also benefit adjacent properties during periods of heavy rainfall.\nConnelly and Wicker, Inc\n|Design Project Manager|","domain":"hydraulic_engineering"}
{"url":"https://www.thailand-pools.com/Emaux-SS-Series-Pump-with-unions_p_223.html","date":"2023-05-30T10:19:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224645595.10/warc/CC-MAIN-20230530095645-20230530125645-00528.warc.gz","language_score":0.906681478023529,"token_count":98,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__147395245","lang":"en","text":"Pool Equipment and Supplies\nEmaux SS pump is catered for small head installation intended particularly for small to medium size swimming pool. The SS pump is quiet running and energy efficient.“SS” series swimming pool pump is designed for medium head installation in domestic pool and spa pool. 1.5 inch suction and discharge port with transparent lid. It operates at a low decibel and energy consumption which requires minimal maintenance.","domain":"hydraulic_engineering"}
{"url":"https://www.alufair.com/satim-ilanlari/mold-opening-and-closing-system_21","date":"2023-09-23T13:21:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506481.17/warc/CC-MAIN-20230923130827-20230923160827-00556.warc.gz","language_score":0.6818643808364868,"token_count":116,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__135139925","lang":"en","text":"Aluminum Extrusion mold parts can be used in assembly and disassembly stages.\n- Mold diameter min - max : 150 - 380mm\n- Unit System : Hydraulic\n- Control : Electronic\n- Motor : 5 Kwa\n- Pressure : 50 Tons\n- Double piston wedge system from side\n- Air pump include hydraulic system\n- Pressure reducing piston valve\n- Pulley system for easy placement of the mold on the platform\n- Flow divider valve on blades\n- Product installation site is used heat-resistant epoxy paint.","domain":"hydraulic_engineering"}
{"url":"https://bricohomeferramenta.it/en/products/elettropompa-sommersa-pedrollo-top-3-hp-0-75-monofase","date":"2023-12-10T16:52:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679102612.80/warc/CC-MAIN-20231210155147-20231210185147-00228.warc.gz","language_score":0.805317223072052,"token_count":116,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__225900915","lang":"en","text":"Ask us anything . Available 24/7ask the expert\nPedrollo TOP 3 submersible drainage pump\n2 sold lately, last 8 hours ago\nPEDROLLO Submersible Electric Pump Submersible drainage pump model Top3 Suitable for draining clear water without abrasive particles The constructive solutions used guarantee ease of use and operational safety thanks to total engine cooling and double shaft seal Recommended for the emergency drainage of small flooded areas (rooms, basements, garages), the...\nSubcribe to back in stock notification\ncustomers are viewing this product","domain":"hydraulic_engineering"}
{"url":"https://rotterdamengineering.nl/en/evides-water-main","date":"2019-12-08T14:13:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540510336.29/warc/CC-MAIN-20191208122818-20191208150818-00076.warc.gz","language_score":0.8719432950019836,"token_count":245,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__167775705","lang":"en","text":"In 2013 we secured a contract with Evides N.V. for the engineering of a new 560 mm water main in the city of Dordrecht. The new pipeline connects the two existing water mains in the system and will provide a 'short circuit' option to re-rout the water supply. The existing pipelines connect to the Evides water extraction sites in the region. The new water main was installed in a dense urban area, crossing two residential areas in the city of Dordrecht.\nThe construction phase of the project was marked by the complex urban environment. We provided engineering expertise and construction supervison, covering all phases from initial concept to project completion. The project was completed in 4 months.\nClient: Evides N.V.\nPeriod: 2013 - 2014\n- Material: HDPE SDR13,6 / SDR11\n- Product: water\n- Diameter: 560mm\n- Length: 1,6 kilometers\n- Directional drilling crossing the 'Wantij' (channel)\nServices by Rotterdam Engineering:\n- Routing study\n- Feasibility study\n- Detail design\n- Feasibility bankable study\n- Construction supervision","domain":"hydraulic_engineering"}
{"url":"http://www.dnrec.delaware.gov/News/Pages/Construction-of-Hearns-Pond-Dam-auxiliary-spillway-near-Seaford-begins.aspx","date":"2019-04-25T04:42:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578681624.79/warc/CC-MAIN-20190425034241-20190425060241-00137.warc.gz","language_score":0.9331969618797302,"token_count":186,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__93345679","lang":"en","text":"Contact: Joanna Wilson, DNREC Public Affairs, 302-739-9902.\nConstruction of Hearns Pond Dam auxiliary spillway near Seaford begins\nSEAFORD (July 30, 2012) – The DNREC Division of Fish and Wildlife will begin construction this week on an auxiliary spillway at Hearns Pond Dam near Seaford in Sussex County to provide a supplemental overflow outlet for excess water.\nThe construction will take place at the north end of the dam, adjacent to the existing boat ramp. The boat ramp will be closed during construction to accommodate construction activities.\nTo provide safe working conditions during construction, the sluice gates at the main spillway will be opened to lower the pond level by several feet. The gates will remain open and the pond level will remain below normal until construction is complete.\nConstruction is expected to take approximately four to six weeks.\nVol. 42, No. 288","domain":"hydraulic_engineering"}
{"url":"https://minutz.co/extend-downspout-house-concrete-gutter-drains/","date":"2021-04-17T15:21:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618038460648.48/warc/CC-MAIN-20210417132441-20210417162441-00058.warc.gz","language_score":0.8482288122177124,"token_count":164,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__78674485","lang":"en","text":"Extend Downspout House Concrete Gutter Drains\nExtend downspout house concrete gutter drains. Trench drain concrete equipment supply gutter drains. Curb gutter services south coast paving concrete drains. Drainage gutter parts concrete stock photo edit drains. Install underground downspout french drain pop roof drainage concrete gutter drains. Commercial concrete masonry services twin cities north country gutter drains. Downspout boots cast iron concrete gutter drains. Gutter downspout basin cement stock photo edit concrete drains.\nExtend downspout house concrete gutter drains – intentionally assembled and subsequently published at August 10, 2020, 12:19 pm, This extend downspout house concrete gutter drains above is one of the pictures in concrete gutter drains together with other design ideas photos.","domain":"hydraulic_engineering"}
{"url":"https://kvsh.com/archives/3466","date":"2023-05-31T11:08:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224646457.49/warc/CC-MAIN-20230531090221-20230531120221-00499.warc.gz","language_score":0.8890926837921143,"token_count":286,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__149714255","lang":"en","text":"Minor seasonal flooding along the Niobrara River continues. Photo courtesy of Steve Breuklander. ...The Flood Advisory continues for the Niobrara River... Niobrara River near Sparks affecting Brown...Cherry and Keya Paha Counties .The river level along the Niobrara River at Sparks continues in minor flood stage. Some minor fluctuations in the river level will continue due to ice jamming. PRECAUTIONARY/PREPAREDNESS ACTIONS... Stay tuned for further developments by listening to NOAA Weather Radio, radio and television stations or online at www.weather.gov/northplatte. && NEC017-031-103-170000- /O.CON.KLBF.FL.Y.0002.000000T0000Z-180117T0000Z/ /SPKN1.N.IJ.000000T0000Z.000000T0000Z.000000T0000Z.OO/ 916 AM CST Mon Jan 15 2018 The Flood Advisory continues for The Niobrara River near Sparks. * until Tuesday evening. * At 7:15 AM Monday the stage was 6.5 feet. * Flood stage is 6.0 feet. * Forecast...The river will remain in minor flood stage with minor fluctuations due to ice. * Impact...At 6.5 feet...Minor flooding along the lower banks downstream from Berry Bridge to Smith Falls Campground.","domain":"hydraulic_engineering"}
{"url":"http://publicradiotulsa.org/post/rains-bring-rare-august-floods","date":"2018-03-20T15:41:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257647498.68/warc/CC-MAIN-20180320150533-20180320170533-00363.warc.gz","language_score":0.953557550907135,"token_count":104,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__121047713","lang":"en","text":"The Flood Warning continues for the Neosho River near Commerce from late tonight to Sunday morning, or until the warning is cancelled.\n* At 7:30 AM Saturday, the stage was 12.07 feet.\n* Flood stage is 15.0 feet.\n* Forecast...The Neosho River near Commerce is expected to rise to near flood stage Sunday before dawn.\n* Impact...At 15.0 feet, minor lowland flooding occurs. Low lying areas in Riverview Park experience minor flooding.","domain":"hydraulic_engineering"}
{"url":"https://sciperspective.com/?mod=makale_tr_ozet&makale_id=74533","date":"2024-04-25T14:32:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712297295329.99/warc/CC-MAIN-20240425130216-20240425160216-00324.warc.gz","language_score":0.9237451553344727,"token_count":266,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__191687459","lang":"en","text":"The head-flow rate curve of the partial emission pump is flat and with a sudden drop-off near the maximum flow rate. Thus, it is difficult to fit the experimental head-flow rate curve of the pump by using a polynomial, which is suitable for centrifugal pumps. To tackle this problem, a new mathematical model was put forward in the inspiration of the mathematical model of the equivalent electric circuit of photovoltaic cells/modules. The physics behind the model was described by using flow rate saturation effect in partial emission pumps. The model was implemented in Excel and applied to the experimental head-flow rate data of seven partial emission pumps with different specific speeds in a range of 17-80. The model can produce high-quality curve fitting (coefficient of determination of greater than 0.9), The model is adaptive to the variable experimental head-flow rate data of partial emission pumps due to changes in impeller structure, rotational speed, number of blades and impeller diameter. Further, the model can fit the experimental head-flow rate data with drooping effect at low flow rate in partial emission pumps satisfactorily (coefficient of determination of greater than 0.94). The model potentially can be used in experimental data processing in the pump industry and pump-system modelling for partial emission pumps in future.","domain":"hydraulic_engineering"}
{"url":"https://chibuisiikwuagwu.com/2016/12/22/gibe-iii-inaugurated-in-ethiopia/","date":"2017-06-23T15:39:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-26/segments/1498128320070.48/warc/CC-MAIN-20170623151757-20170623171757-00285.warc.gz","language_score":0.9430621862411499,"token_count":125,"dump":"CC-MAIN-2017-26","global_id":"webtext-fineweb__CC-MAIN-2017-26__0__113933992","lang":"en","text":"Ethiopia’s Gibe III hydropower plant on the Omo River has been inaugurated. When fully operational it is expected to produce 1,870 MW of power.The $1.57-billion hydropower plant, built by Italian construction firm Salini Impregilo SpA, is the third-largest dam in Africa.\nSome of the power generated from the plant will be exported to neighboring countries. Currently the country exports power to Djibouti, Kenya, and Sudan. Ethiopia also has agreements with Rwanda, South Sudan, Tanzania, and Yemen.\nSource: Alternative Energy Africa","domain":"hydraulic_engineering"}
{"url":"https://crockerdesigngroup.com/portfolio-item/mccusker-gill-inc/","date":"2024-04-18T12:57:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817206.54/warc/CC-MAIN-20240418124808-20240418154808-00215.warc.gz","language_score":0.9451539516448975,"token_count":208,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__163784660","lang":"en","text":"We worked on the expansion of the existing McCusker Gill. Inc. (MG) facility to include the construction of a new warehouse storage facility. The building is one-story, primarily used for material storage. In addition to the building and reconfigured and expanded parking, construction included landscaping improvements, other associated utilities, and a stormwater management system.\nChallenges included high groundwater, the design of a complex stormwater drainage system with three (3) subsurface infiltration systems, and the construction of a restoration area within the 100’ inner riparian zone of the Old Swamp River. The project also involved connecting to the existing 8-inch water main stub on an abutting property, extending the warehouse and parking lot extension, and connecting to the existing watermain. A permitted sewer connection to the Town of Weymouth Sewer system was also completed for the increased flow from the new warehouse, which involved coordination with an abutting town to the subject property.","domain":"hydraulic_engineering"}
{"url":"https://kinergo.eu/product/97000/","date":"2023-01-27T10:50:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764494976.72/warc/CC-MAIN-20230127101040-20230127131040-00387.warc.gz","language_score":0.8983155488967896,"token_count":135,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__37842727","lang":"en","text":"Drain Valve 97000\nAn additional device for the VBTM-K valve body diagnostics stand, designed to circulate the working fluid of one of the channels of the tested valve body (Release / Apply).\nEliminates the problem of blocking the working fluid in the channels of the valve body during the operation of the stand, which allows the testing procedure to be carried out in the modes as close as possible to the operational modes.\nIt is plugged in the connector of the output hydraulic channel of the adapter plate.\n|Use with VBTM-K","domain":"hydraulic_engineering"}
{"url":"https://pressurewasherproducts.com/collections/2sfx30es3-pump-repair","date":"2023-09-23T11:37:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506480.7/warc/CC-MAIN-20230923094750-20230923124750-00377.warc.gz","language_score":0.7440578937530518,"token_count":293,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__268187454","lang":"en","text":"2SFX30ES3 PUMP REPAIR\n- UNIFLOW design provides continuous fluid flow forward through the pump, reduces cavitation risk and increases pump life\n- Unique spring loaded inlet valves and the flow through ceramic plungers allow excellent suction capabilities.\n- Ultimate portability, less than 11 pounds, less than 10\" long.\n- Regulating unloader is standard on each pump to assure system pressure control and pump protection\n- Plunger Pump\n- Direct Drive\n- Maximum Volume: 3.0 GPM\n- Maximum Discharge Pressure: 1500 PSI\n- Maximum Inlet Pressure: 75 PSI\n- Maximum Pump Speed: 3450 RPM\n- Minimum Horsepower Requirements: 3.0 bhp\n- Bore: .708\" (18mm)\n- Stroke: .177\" (4.5mm)\n- Crankcase Capacity: 11.83 oz. use CAT Pump hydraulic oil\n- Maximum Fluid Temperature: 160 Degrees F.\n- Inlet Port: 3/8\" FPT\n- Discharge Ports: Dual 3/8\" FPT\n- By-pass Port: 1/4\" FPT\n- Dimensions: 9.13\" x 6.65\" x 6.50\"\n- Weight: 11.83 lbs\nThis collection is emptyView all products","domain":"hydraulic_engineering"}
{"url":"https://braid.org.nz/braided-rivers/waitaki/","date":"2019-07-17T02:44:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195525009.36/warc/CC-MAIN-20190717021428-20190717043428-00308.warc.gz","language_score":0.9357333183288574,"token_count":289,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__180771925","lang":"en","text":"The Waitaki river is the major river of the Mackenzie Basin, a large intermontane basin running between the Southern Alps and the Waimate foothills that forms the headwaters of the Waitaki River catchment. Fed by three large glacial lakes, Tekapo, Ohau as well as Lake Pukaki, the Waitaki River flows through Lake Waitaki, Lake Benmore and Lake Aviemore, the latter two contained by Benmore Dam and Aviemore Dam respectively. There several tributaries, notably the Ahuriri River and the Hakataramea River. It passes Kurow and Glenavy before completing its 110km journey and entering the Pacific Ocean between Timaru and Oamaru on the east coast.\nThe Waitaki River has New Zealand’s fourth largest flow with a mean flow (1927 -2000) at the Waitaki Dam of 359 cumecs. The river’s flow is normally low in winter, increasing in spring when the snow from the Southern Alps melts. Summer flows are dependent on rainfall, and generally decline during autumn as smaller streams in the catchment begin to freeze. The glacial lakes dampen flood peaks and modifies flood flows into the lower catchment. This natural storage, together with the control of lake levels by hydro-electricity development, regulates downstream flow. The median flow of the Waitaki River at Kurow is 356 cumecs.","domain":"hydraulic_engineering"}
{"url":"https://zimtrending.co.zw/2019/09/04/lake-kariba-water-levels-now-at-20/","date":"2023-06-02T19:53:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224648850.88/warc/CC-MAIN-20230602172755-20230602202755-00240.warc.gz","language_score":0.9534721374511719,"token_count":116,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__192686087","lang":"en","text":"Lake Kariba Water Levels Now At 20%\nThe water levels in Lake Kariba now at 478.38m (20% usable storage) as of September 2, 2019.\nThis is significantly lower than the level at the same time in 2018. The level was 486.19m (80% full).\nAccording to the Zambezi River Authority (ZRA), Kariba is designed to operate between levels 475.50m and 488.50m (with 0.70m freeboard) for hydropower generation.","domain":"hydraulic_engineering"}
{"url":"http://highplainsfilms.org/stock-footage/category/places/dams_dv_4_3/545","date":"2019-05-19T08:50:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232254731.5/warc/CC-MAIN-20190519081519-20190519103519-00065.warc.gz","language_score":0.8310652375221252,"token_count":105,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__58030647","lang":"en","text":"STOCK FOOTAGE: Places\nGlen Canyon Dam Construction #1 (DV 4-3)\nGlen Canyon Dam Dedication Ceremony (DV 4-3)\nDedication of Glen Canyon Dam, early 1960s w/Lady Bird Johnson and Miss Navajo.\nGreat Falls Dam (DV 4-3)\nGreat Falls Dam on the Missouri River.\nLibby,Dam (DV 4-3)\nLibby Dam on the Kootenai River in Montana.","domain":"hydraulic_engineering"}
{"url":"http://en.fareast.transneft.ru/press/news/?id=59571&re=en","date":"2019-09-24T09:38:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-39/segments/1568514572896.15/warc/CC-MAIN-20190924083200-20190924105200-00178.warc.gz","language_score":0.9495747089385986,"token_count":521,"dump":"CC-MAIN-2019-39","global_id":"webtext-fineweb__CC-MAIN-2019-39__0__156138441","lang":"en","text":"In Khabarovsk Territory the metal structures of the additional fire water tank with a capacity of 5 thou m3 (VST-5000) have been installed at oil pumping station (PS) No. 34 of the II stage of the Eastern Siberia — Pacific Ocean trunk pipeline (ESPO-2).\nThe construction is underway as part of the implementation of the project to increase the delivery capacity of the ESPO-2, which envisages the construction of new and the revamping of existing oil pumping stations. The project is to be finished by 2020, which will be followed by the pipeline’s capacity being increased up to 50 million tons of oil per year.\nThe construction began in May 2018 as part of revamping PS 34 and is scheduled to be completed this fall. Apart from the construction of VST-5000, which will raise the level of fire safety at the station as the capacity of the ESPO-2 increases, the Company will further fit out the existing emergency water discharge tanks with additional discharge pipelines complete with a load compensation system, check valves, safety and emergency valves.\nAt present, PS No. 34 is building foundations for the additional pipeline of the 2nd of two emergency discharge tanks with a capacity of 5 thou m3.\nAt the same time in Primorye Territory two fire water tanks with a capacity of 3 thou m3 each are being built on the revamped PS No. 41. Works are being done on the arrangement of a hydrophobic layer on one of the tanks; metal structures are being installed on the other.\nAs part of the investment project, PS-29 was built to increase the capacity of the ESPO-2 in Arkhara District of Amur Region. The existing PSs No.34, 41 and 27 are being revamped (Oktyabrsky District of Amur Region), PS No.23 (Madagachinsky), PS No.26 (Seryshevsky District of Amur Region) as well as PS No.32 (Smidovichsky District of Jewish Autonomous Region) are being constructed.\nThe new PSs are booster stations without a tank farm for oil storage. They will ensure the necessary pressure inside the oil pipeline to pump additional volumes of oil. The installation of the new stations began in December 2017, the construction is to be completed in the fall of 2019. The construction is carried out by PMC ESPO (a subsidiary of Transneft), the stations will be operated by Transneft Far East, which ensures oil pumping via the ESPO-2.","domain":"hydraulic_engineering"}
{"url":"https://amicusgroup.co.uk/project/victoria-embankment-new-river-thames-mooring-facility-flood-wall/","date":"2022-07-05T22:33:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104628307.87/warc/CC-MAIN-20220705205356-20220705235356-00160.warc.gz","language_score":0.9688735008239746,"token_count":173,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__33778644","lang":"en","text":"Victoria Embankment – New River Thames Mooring Facility – Flood Wall\nWoods River Cruises appointed Amicus to undertake concrete works at their new mooring facility along the Victoria Embankment at Waterloo Bridge.\nThe location provided many challenges. Not only in the centre of London but also access was required across the busy cycle way and the embankment footpath which had to remain open for the general public at all times.\nThe works involved the demolition of the existing flood defence wall which had to be coordinated with the construction of a new RC concrete flood wall so that flood protection was maintained.\nOnce demolition was completed new RC pads were constructed for the new access brow, steel steps and ramps.\nWorks also included the relaying of large yorkstone paving slabs at the eastern brow location.\nWoods River Cruises","domain":"hydraulic_engineering"}
{"url":"http://www.rdffg.bc.ca/rdffg50/williston-lake/423","date":"2020-05-30T16:11:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590347409337.38/warc/CC-MAIN-20200530133926-20200530163926-00511.warc.gz","language_score":0.9748383164405823,"token_count":98,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__104834257","lang":"en","text":"Williston Lake (also known as Williston Reservoir) is the largest man-made lake/reservoir in B.C. It has a surface area of 1,773 square kilometres. The WAC Bennett Dam is the controlling structure for the reservoir. The dam is 183 metres high and 2,068 metres long along its crest. The WAC Bennett Dam and its generating station (G.M. Shrum) were constructed between 1961 and 1968.\nCourtesy BC Hydro","domain":"hydraulic_engineering"}
{"url":"https://carlow-nationalist.ie/2022/07/15/whats-planned-for-your-area-93/","date":"2023-06-09T23:58:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224656869.87/warc/CC-MAIN-20230609233952-20230610023952-00144.warc.gz","language_score":0.9072313904762268,"token_count":199,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__103669747","lang":"en","text":"Carlow County Council received four planning applications between 8-15 July.\nElaine O’Shaughnessy wish to retain an existing as built single storey utility room extension at Limegrove, Palatine.\nBilly Green wishes to construct a domestic waste water treatment system at Kilcoole,\nShane Hegarty & Rachel Mulhall wish to construct a new dwelling house, domestic garage at Tomard Lower TD.\nIrish Water wish to decommission existing siphon crossing underneath the River Slaney and the construction of a new combined sewer network under the River Slaney located at site to the south east of Tesco Superstore, Tullow which extends generally from Mill Street to the Tullow Wastewater Treatment Plant at Tullow. The project also includes new pumping stations, storm chambers and ESB substation.","domain":"hydraulic_engineering"}
{"url":"https://ofam.ait.ac.th/2018/02/20/ongoing-construction-projects-on-campus/","date":"2023-11-30T22:04:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100232.63/warc/CC-MAIN-20231130193829-20231130223829-00025.warc.gz","language_score":0.9613733291625977,"token_count":215,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__182343491","lang":"en","text":"Kindly be informed about the following ongoing construction projects on campus.\n- As part of the water supply system improvement project, the construction of a new water storage tank with a volume of 700 m3 near to the Physical Plant building has started. We also plan to lay a new main water pipe line from golf course to the new storage tank and automatic control valves to maintain the pressure, which is scheduled to start from 15 February 2016. The water supply system improvement project is scheduled to be completed before April 2016.\n- We are also glad to inform the campus community that a new coffee shop managed by Inthanin Coffee will be opened near the library to serve AIT community. Kindly be informed that the construction of the coffee shop has started, near the path way from library to the SU snack bar. The construction of the coffee shop is scheduled to be completed before April 2016.\nDuring this period the community may experience some loud noise, dust and disturbance on the path way. Your kind understanding is highly appreciated.\nOffice of Facilities and Asset Management (OFAM)","domain":"hydraulic_engineering"}
{"url":"https://legacycontractinginc.com/valleyview/","date":"2022-10-07T19:36:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030338244.64/warc/CC-MAIN-20221007175237-20221007205237-00566.warc.gz","language_score":0.955500066280365,"token_count":74,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__210398757","lang":"en","text":"Valley View Reservoir Improvements\nLocation: Valley View Drive, Albany, Oregon\nDescription: This project included a seismic upgrade and interior and exterior coating of all three reservoirs. Two of the reservoirs were at-grade steel reservoirs with a capacity of .25 million gallons each. The third reservoir was an at-grade steel reservoir with a capacity of .85 million gallons.","domain":"hydraulic_engineering"}
{"url":"https://trendsstock.com/2020/07/07/china-and-pakistan-ink-1-5bn-azad-pattan-hydropower-project-agreement/","date":"2021-10-24T18:28:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587593.0/warc/CC-MAIN-20211024173743-20211024203743-00615.warc.gz","language_score":0.9664918184280396,"token_count":117,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__126791396","lang":"en","text":"A $1.5 billion agreement has been signed between Pakistan and China for the construction of Azad Pattan hydropower project. Prime Minister Imran Khan was also present on the occasion.\nThe 700.7MW Azad Pattan hydropower project is located on the river Jhelum in Azad Jammu and Kashmir. It is expected to complete in year 2026.\nIn November 2019 Pakistan and China agreed to include the project under CPEC. The project will not involve fuel import and has the lowest tariff among all big hydropower projects in private sector.","domain":"hydraulic_engineering"}
{"url":"http://www.sigmaassociates.com/en/Projects/Yard-Piping.aspx","date":"2021-08-04T08:14:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046154798.45/warc/CC-MAIN-20210804080449-20210804110449-00323.warc.gz","language_score":0.9152231216430664,"token_count":171,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__175829579","lang":"en","text":"Water Treatment Plant Yard Piping\nAbout this project\nThe Water Works Park yard piping project involved complete yard piping replacement and improvements to the low pressure system to expand and optimize capacity and create a high pressure zone to handle increased demands.\nSigma was the Prime Consultant on this project. Using hydraulic distribution system modeling and pipe and cross connect lines revisions, Sigma prepared the basis of design for replacing the yard piping distribution system. The project included the replacement of water main lines, venturi meters, gate valves, valve vaults, sumps, and a secure entranceway with a new guard shack, as well as the upgrade of the instrumentation and controls systems for the new metering equipment integrated with the plant’s Ovation and Rockwell Automation control system. Sigma’s civil engineering work included green site design.Back to all Projects","domain":"hydraulic_engineering"}
{"url":"http://specialstamp.blogspot.com/2011/01/micronesia-at-beijing-2010.html","date":"2020-07-04T15:05:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655886178.40/warc/CC-MAIN-20200704135515-20200704165515-00406.warc.gz","language_score":0.9461588859558105,"token_count":357,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__146025050","lang":"en","text":"Micronesia Post has issued the stamp series feature the Terra Cotta Warriors and Three Gorges Dam for commemorating their participation at Beijing Expo 2010.\nThe figures vary in height 1.83–1.95 metres , according to their roles, with the tallest being the generals. The figures include warriors, chariots, horses, officials, acrobats, strongmen and musicians. Current estimates are that in the three pits containing the Terracotta Army there were over 8,000 soldiers, 130 chariots with 520 horses and 150 cavalry horses, the majority of which are still buried in the pits.\nThe Three Gorges Dam is a hydroelectric dam that spans the Yangtze River by the town of Sandouping, located in the Yiling District of Yichang, in Hubei province, China.The Three Gorges Dam is the world’s largest capacity hydroelectric power station with a total generating capacity of 18,200 MW.\nThe dam is made of concrete and is 2,335 m long, and 185 metres high. The project used 200,000 cubic metres of concrete (mainly for the dam wall), 463,000 tonnes of steel (enough to build 63 Eiffel Towers) and moved about 102,600,000 cubic metres of earth.\nWhen the water level is at its maximum of 175 metres over sea level (110 metres above the river level downstream), the dam reservoir is about 660 kilometres (410 mi) in length and 1.12 kilometres (0.70 mi) in width on average, and contains 39.3 km3 of water. The total surface area of the reservoir is 1,045 km². The reservoir flooded a total area of 632 km² of land.","domain":"hydraulic_engineering"}
{"url":"http://tchange.com.au/local_news/news_items/meander_dam.html","date":"2017-04-24T20:50:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917119838.12/warc/CC-MAIN-20170423031159-00475-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9590684771537781,"token_count":208,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__103560554","lang":"en","text":"New dam under construction in Tasmania\n2 February 2007\nConstruction of the Meander Dam wall started in Feb 2007\n© Richard Gerathy\nAfter 40 years of planning, construction of the wall of the 24,000 megalitre Meander Dam began yesterday. The project will include a 2.5 megawatt mini-hydro electricity station, generating even more renewable energy in Tasmania and feeding the power into the State grid.\nThe dam, which is expected to be completed in November this year, will guarantee water supplies for the towns and the 120 farmers in that area of northern Tasmania.\nThe Minister for Water, David Llewellyn, said yesterday that the dam, which will cost $35 million to build, would also be a recreational resource and would create eco-tourism opportunities.\n“The value of water is increasing,” he said, and then added, “The project is on budget and on schedule.”\nSixty-five workers are employed on the construction site.","domain":"hydraulic_engineering"}
{"url":"https://archive.essar.com/article.aspx?cont_id=fzHF8SsSx+M=","date":"2024-04-13T21:58:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816853.44/warc/CC-MAIN-20240413211215-20240414001215-00208.warc.gz","language_score":0.887312650680542,"token_count":287,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__28358723","lang":"en","text":"Essar Projects Infrastructure Asset has won an order of Rs 392 crore for the Panan Hydro Electric Power (HEP) Project - Execution of Civil Works. The client, Himagiri Hydro Energy is implementing the 300-MW Panan Hydro Electric Power Project in Sikkim, India. The project is expected to take 48 months to complete.\nSpeaking on the occasion, Priti Patel, Head – Hydro & Metros said, “It is a large project and there are specific components which will give us high prequalification and expertise. The project consists of a 98m-high concrete gravity dam, two de-silting chambers, about 10km of head race tunnel, a 90m-deep surge shaft and a surface power house to house four 75MW turbines to generate 300MW of electricity.”\nThe scope of work for the project includes river diversion arrangements, concrete gravity dam, underground de-silting chambers, silt flushing tunnel, head race tunnel, underground surge shaft, underground pressure shafts, valve chamber, vertical penstocks, surface power house, and a tail race channel.\nThis is the third project being executing by the Essar team in the hydro power sector, the first two being the Pallivasal Hydel Power Extension Project in Kerala, South India, and the 2x30MW Tuirial Hydel Power Project in the north eastern state of Mizoram.","domain":"hydraulic_engineering"}
{"url":"http://en.njjieya.com/news/Working-Principle-of-Hydraulic-Screen-Changer-52.html","date":"2023-11-28T09:50:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679099281.67/warc/CC-MAIN-20231128083443-20231128113443-00165.warc.gz","language_score":0.8717175126075745,"token_count":349,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__303604839","lang":"en","text":"Copyright Nanjing Jieya Extrusion Equipment Co., Ltd\nService hotline：（+86）25-57248891 57248893\nWorking Principle of Hydraulic Screen Changer\nHydraulic screen changer can be divided into single plate double station hydraulic screen changer, single column double station hydraulic screen changer, double plate double station screen changer and double column double station screen changer.\nThe working principle of the single plate double station hydraulic screen changer: two detachable filter stations are designed on the slide plate of the single plate hydraulic screen changer. When working, one filter station filters the melt inside the main body, and the other one station is reserved outside the main body (there is a stainless steel heating rod on the slide plate for heating and heat preservation to ensure that the temperature is similar to the production temperature). When the impurities on the filter screen accumulate to a certain level during work, the screen needs to be changed, and the operating handle button on the hydraulic station can be pressed to start the energy storage hydraulic station to perform the screen change action.\nThe working principle of the double plate double station hydraulic screen changer: the two filters of the double-plate double-station screen changer work at the same time. When the screen needs to be changed, the hydraulic station can be started to change the screen. The screen works, one screen is replaced, two screens are exchanged to replace the screen, through the introduction and exhaust device, the air in the flow channel is exhausted to achieve non-stop screen replacement, no material leakage, no material flow interruption, and small fluctuations in material pressure. Small impact, good continuity of production requirements.","domain":"hydraulic_engineering"}
{"url":"http://meghaengineering.com/home/index/hydraulic-pallet-truck-capacity/","date":"2018-05-24T07:51:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-22/segments/1526794866107.79/warc/CC-MAIN-20180524073324-20180524093324-00033.warc.gz","language_score":0.7234581708908081,"token_count":84,"dump":"CC-MAIN-2018-22","global_id":"webtext-fineweb__CC-MAIN-2018-22__0__111527556","lang":"en","text":"HYDRAULIC PALLET TRUCK CAPACITY\nOur range of construction trolleys comprises: Wheel Barrows, Block Shifting Trolley, and Hydraulic Pallet Truck. This trolley is hydraulic operated and widely used in the construction industry.\n|To convey the Bricks with Wooden Pallets:|\n|System:||Hydraulic Lifting, Hand Pumping Manual Dragging|","domain":"hydraulic_engineering"}
{"url":"https://www.shrikarvalves.com/our-products/piston-valve-cast-65-200mm-spl/","date":"2021-10-25T01:39:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587608.86/warc/CC-MAIN-20211024235512-20211025025512-00530.warc.gz","language_score":0.9309176802635193,"token_count":145,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__10663840","lang":"en","text":"Piston Valve Cast 65-200mm (SPL)\nThough sealing principle remains same as valve size 15mm to 50mm, pressure acting on large size Piston has been compensated in order to reduce the operational torque. Therefore, Piston is modified to have media pressure same at below and above Piston. This means, effect of media pressure on Piston is nullified thereby making valve operation easy. Two main rings act as seal across ports and two similar rings but small size act as seal to atmosphere. There is one more ring between body/bonnet joint.\nSPL 150 – Cast Piston Valve 65-200 mm 150#\nSPL 300 – Cast Piston Valve 65-200 mm 300#","domain":"hydraulic_engineering"}
{"url":"https://www.krean.com/en/proyectos/proyecto-derribo-nueva-construccion-deposito-regulador-no1-almacen-sala-valvulas-etap","date":"2023-09-29T19:39:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510528.86/warc/CC-MAIN-20230929190403-20230929220403-00562.warc.gz","language_score":0.8543590903282166,"token_count":234,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__188337082","lang":"en","text":"- THE PROJECT\n- AMVISA drinking water regulating tank\nPROJECT FOR THE DEMOLITION AND NEW CONSTRUCTION OF THE REGULATING TANK Nº1, WAREHOUSE AND VALVE ROOM AT THE ARAKA DRINKING WATER TREATMENT PLANT\nThe project includes the demolition of the existing tank, the construction of a new one of similar capacity on the same site and the construction of a warehouse, a valve room and the total urbanisation of the area in question.\nThe new tank has a capacity of 30,000 m³; the operation and manoeuvre of the main hydraulic control elements of the regulating tanks of the Araka DWTP are controlled from the new valve room.\nThe new building has an approximate floor area of 800 m² for the storage of AMVISA's infrastructure maintenance equipment and components.\nThe new development covers a total area of around 25,000 m².\nThe budget for the material execution of the work was €3.85 million.","domain":"hydraulic_engineering"}
{"url":"https://ballutblocks.com/project/placing-prestressed-bridge-beams-for-national-flood-relief-project/","date":"2024-02-22T13:27:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473819.62/warc/CC-MAIN-20240222125841-20240222155841-00115.warc.gz","language_score":0.8900139331817627,"token_count":259,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__126461314","lang":"en","text":"Work: Qormi & Marsa Canals and Bridges.\nLocation: Qormi/Marsa Valley\nDuring major floods, the downstream part of Qormi, the Golf Course and the Aldo Moro crossing in Marsa flooded, with consequent damages to economic activities, private and public properties. The lack of conveyance capacity and existing infrastructure were the main reason of flooding. The National Flood Relief Project prioritized the rehabilitation of canals and bridges along the water course from Wied is Sewda in Qormi to Aldo Moro Road in Marsa.\nThe works included:\n1. the construction of a culvert under Triq il Wied in Qormi:\n2. The demolition of a single span prestressed bridge at Triq Il-Mithna.\n3. The demolition and reconstruction of a single span prestressed bridge at Triq Correa\n4. The construction of a new opening adjacent to the skewed arch bridge at Triq San Bastjan\n5. The demolition and the construction of the bridge at Manuel Dimech in Marsa\n6. The construction of a two box culverts under the golf course.\n7. The construction of four box culverts under Triq Aldo Moro Marsa.","domain":"hydraulic_engineering"}
{"url":"https://agquannycomp.web.app/1106.html","date":"2023-12-01T06:16:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100276.12/warc/CC-MAIN-20231201053039-20231201083039-00862.warc.gz","language_score":0.88065505027771,"token_count":2507,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__66146898","lang":"en","text":"Many thousands of instrument and control engineers worldwide are using such controllers in their daily work. I prefer circuit 2 as long as the pump current draw is well within the specs of the mosfet. Digital systems and solutions are manufacturing automatic water level controller systems since 2010. The distance between the circuit and the water tank can be up to 50 meters. More number of gates could be employed with parallel probes points at different depths of the water tank in order to sense the various levels of the water if required, for building a multi water level anticorrosion sensor probe circuit. Plc based multichannel automatic liquid level controller. Probe 4 or level1 which can also be selected as the maximum level sets the minimum level and at this point the. Call us for product orders 18662432505 us or 14806298223 nonus. Water level controller can be used in houses, industries, factories, power plants, chemical plants and other liquid storage systems to save power and money. This enabled the entire circuit to function as a threshold detector. Voltage divider in the circuits delivers voltage of 6 v as an output to the arduino.\nThis simple water level controller circuit is useful to control the water level in a tank. The circuit is completely automatic which starts the pump motor when the water level in the over head tank goes. Automatic water level controller circuit leaf switches s1 and s2 used in tape recorders are fixed at the top of the sensor units such that when the floats are lifted, the attached 5mm dia. There are three electrodes in the upper tank named as a, b and c as shown in circuit diagram. Three water level sensors monitor the water level of both the ground level water reservoir and the rooftop residential water tank. Introduction to the automatic water level controller. Sensor circuit water being good conductor of electricity, conductive sensor was found to be appropriate choice for the system.\nIt switches off the motor in case of dry run when a. Microcontroller based automated water level sensing and. Three water level sensors monitor the water level of both the groundlevel water reservoir and the rooftop residential water tank. Human effort is reduced as the system controls the motor automatically based on the water level. This is to certify that the thesis entitled low cost water level control for domestic. The circuit is completely automatic which starts the pump motor when the water level in the over head tank goes below a preset level and switches off the pump when. The principal good thing about this water level controller circuit is that it automatically controls the water pump with no involvement of the consumer. Liquid level indicator in the huge containers in the companies.\nThe levels in the upper and lower tanks are sensed by electrodes mounted on the tank. Automatic water level controller 2 circuits choice. Microcontroller based automated water level sensing and controlling. Water level controller circuit using transistor and relay. Contact water level controller here a simple circuit to control the water pumps. The transistor switch circuitry monitors the flow of water and raises an alarm if the pump runs dry. This simple transistor based water level indicator circuit is very useful to indicate the water levels in a tank. The circuit is build using the following components. This water level controller circuit controls the level of water in a tank. Rmg automatic water level controller with indicator for. Versatile water level controller full circuit diagram with. The or gate ic could be a ic 4071 or any other similar. We have developed another water level controller circuit using micro controller at89s51 from atmel.\nProject report on water level controller pdf this report is submitted in partial fulfillment of the requirements for the award. Water level controller electrical engineering stack exchange. Automatic water tank level controller circuit schematic. Water level controller in chennai, tamil nadu water. Build a simple water level controller using microcontroller. In most cases, especially in residential buildings, due to unavailability of any automatic means, it becomes tiresome and inconvenient to frequently monitor the water level in the tanks.\nUnlike mechanical controls using a floating buoy, this circuit uses two sensors, an upper sensor and a lower sensor, as shown in the diagram. Automatic water level controller with short messaging. Component list of the water level controller circuit. When the liquid level rises and s1 also becomes wet, ld1 high level and ld4 relay on illuminate, fig 6. So here is a simple and handy diy that will guide you to make a circuit which will detect the water level and will raise an alarm upon getting the water tank full or a preset level. Using automatic technique would eliminate the hurdles faced in water level control using manual means. Water level controller in chennai, tamil nadu water level. The circuit shown ensures that the water in tank 1 is kept at a given level.\nWater level controller circuit using transistors and ne555. Checkpoint is a liquid level controllersensor combination that comes preset and can operate up to 4 set points depending your specific configuration needs. Also this device uses two different voltage levels for his work. Our water level controllers are built to last and perform for a long time. At the end we get 16vdc volts to power the circuit. When the water level in the over head tank exceeds the required level, the pump automatically turns off and stops the pumping process thus preventing the over flow of water. This paper presents the design of an automatic water level controller aimed at providing an. Remote controlled wireless water level controller circuit. Buy rmg automatic water level controller with indicator for motor pump operated by switchmcb upto 1. A water level controller using microcontroller is a lowcost controller that is capable of managing water levels in different systems like water tanks, boilers and swimming pools, etc.\nMohsin reza proceedings of the world congress on engineering and computer science 2010 vol i wcecs 2010, october 2022, 2010, san francisco, usa isbn. As the water level rises or falls, different circuits in the controller send different signals. We have used four sensor probes to sense the level of water. The operation of water level controller works upon the fact that water conducts electricity. An automatic regulator suitable for water level sensing and control was realized using the mc14066 integrated circuit. It uses a relay to cut off the power supply to the water pump.\nWater level controller using ne555 engineering projects. A lot of water level controller projects have been published in this website but this is the first one based on a microcontroller. The checkpoint product is the lowest cost and longest lasting water level controller in the industry for any water level management application. This paper presents the design of an automatic water level controller aimed at providing an appropriate control to pump water to an overhead thank when empty and automatically stop the pump when the tank is full. Abstract people generally worry about the wastage of water, when they switch on the motor and forget to off them.\nAdvantages of automatic water level controller using srf04. Aug 28, 2017 the heart of the water level controller using 8051 microcontroller project is the at89c51 microcontroller. The circuit uses 6 transistors, 1 ne555 timer ic, a relay and few passive components. Sep 18, 2018 the principal good thing about this water level controller circuit is that it automatically controls the water pump with no involvement of the consumer. Simple automatic water level controller by using ic 555 timer. Similarly there are two electrodes in the lower tank named as d and e as shown in circuit diagram. Monitoring and controlling the level of water in water tanks is one of the most important work in almost many residential as well as commercial areas. Whenever tank gets filled, we get alerts on particular levels. Design of an automatic water level controller using. Rmg automatic water level controller with indicator for motor pump operated by switchmcb upto 1. The heart of the water level controller using 8051 microcontroller project is the at89c51 microcontroller.\nThis paper describes a water level control system, using siemens logo. Jul 21, 2014 plc based multichannel automatic liquid level controller electrical engineering page5 index sr no. Once the supply of water decreases down to a point of concern, roughly 10% of the tank capacity, the controller turns off the water pump. This water level controller monitors the level of the over head tank and automatically switches on the water pump when ever the level goes below a preset. The circuit is operated by a number of sensors mounted in the tanks. So current through r5 and d1 to trigger base of q3, cause q3 conducts current to cause the transistor q4 also works. I want to design water level controller with pic micro controller.\nWater level controller using micro controller description. The automated water pump controller awpc offers a solution to the problem. These pins are assigned to the 4 individual metallic probes inferring different levels in the tank. The water level controller circuit is built around ic 555 ic2 to monitor the water level in the overhead tank and onoff status of the motor through the inverter and driver circuits. I would replace the opamp with a comparator such as lm339, a quad package, raise the value of r9 to 10100k, eliminate r11, and add a 3. There is a different concept to make water level controller. Here we incorporate two separate stages, one is our automatic water level controller circuit and the other is the rf remote control circuit using tx, rx 433mhz rf modules. Pdf water level control system using plc and wireless. Applications of water level controller circuit using 8051. Used in big buildings where the manual monitoring is difficult. Automatic water level controller is designed to automatic control of motor, which ensures constant reserve of water in storage tanks. Design of an automatic water level controller using mercury float switch 1erua j.\nAutomatic waterlevel controller detailed circuit diagram. Please practice handwashing and social distancing, and check out our resources for adapting to these times. Versatile water level controller full circuit diagram. The checkpoint water level controller works with any program logic control, dc power supply, or you can direct connect to an automation control. Water level control kit sense high and low water levels assembly time. Water level controller using micro controller are you familiar with the basics and the different applications of the 555 timer ic. It is difficult to design the model of water level controller.\nWater level controller circuit using cd4001 electronics area. A water level controller using 8051 is shown in this article. Here we have created 4 levels low, medium, high and full, we can create alarms for more levels. With a nc normally closed or a no normally open contacts of the relay rl, we can handle any type of. Avr atmega8 microcontroller to sense the water level process the input and display on the lcd. It does this by turning on and off a water pump depending on the status of the sensors. This is a circuit for a water level controller that turns on the motor whenever water is low below a pre set level in the tank and switches off the motor when the water reaches upto a certain defined mark. A simple but very reliable and effective water level controller circuit diagram is shown here. The system incorporates two mains contactor which are energized to provide a direct online start of the motor. Plc based multichannel automatic liquid level controller electrical engineering page5 index sr no. We use a 127vac 24vac center tap transformer to get 12vac, a 1 amp bridge rectifier and a 470 uf electrolytic capacitor. Jan 14, 2020 figure 1 simple automatic water level controller circuit.\nMar 11, 2016 simple automatic water level controller by using ic 555 timer. It would be a lowcost system due to use of low cost components. Figure 1 simple automatic water level controller circuit. Full automatic water level controller using srf04, l293d. Mar 21, 2015 a simple but very reliable and effective water level controller circuit diagram is shown here. Pdf water level control system using plc and wireless sensors.1021 712 837 1523 666 1112 883 1146 597 179 498 855 42 105 1303 982 146 840 644 1127 1149 627 53 1462 318 19 1344 606 263 154 202 223 23 1241 953 558 105 114 863 1325 1496 1457","domain":"hydraulic_engineering"}
{"url":"https://imi.com.pa/en/mpsa-intake-concrete-caisson/","date":"2021-11-28T10:46:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964358520.50/warc/CC-MAIN-20211128103924-20211128133924-00250.warc.gz","language_score":0.9258389472961426,"token_count":93,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__30618353","lang":"en","text":"Client: Minera Panamá S.A. 2016\nConstruction of a pump station for a thermoelectric plant cooling system. Project under EPC modality which consists of the construction of a pump station on land, after which it will be transported, launched to sea and sunk at its final position. The structure carries a weight in excess of 5,000 tons. The project includes the construction of a launch ramp and various underwater fill and protection works.","domain":"hydraulic_engineering"}
{"url":"https://qazaqtimes.com/en/article/66801","date":"2020-08-13T00:00:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439738950.31/warc/CC-MAIN-20200812225607-20200813015607-00210.warc.gz","language_score":0.9542635083198547,"token_count":241,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__34490772","lang":"en","text":"In Tajikistan, a number of investment projects in the energy sector are currently being implemented totaling $ 1.8 billion. Country's energy sector, these projects include the restoration of the republic’s energy system and the creation of the necessary infrastructure for exporting electricity, wrote Avesta.\nThe reconstruction of hydroelectric power stations, substations and power lines. The bulk of these works is carried out at the expense of investment funds, that is, credit and grant injections.\nThe energy sector also claims that projects have been developed for the reconstruction of existing power plants, which requires large investments. Currently, projects worth about $ 900 million are under preparation.\nTo date, funding sources have been identified for the implementation of some large hydropower plants. In particular, a project is underway to modernize the Nurek hydroelectric power station in two phases with the involvement of $ 700 million. The first phase of the project began this year.\nThe energy sector also said that energy projects worth about $ 2 billion have been implemented in the country. A number of medium and small hydroelectric power stations, power lines have been built, and a number of substations have been modernized.","domain":"hydraulic_engineering"}
{"url":"http://waterfilterssystem.sell.curiousexpeditions.org/pz68fee83-f56a-flow-control-valve-manual-filter-valve-for-water-treatment-syestems.html","date":"2017-06-26T13:58:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-26/segments/1498128320763.95/warc/CC-MAIN-20170626133830-20170626153830-00170.warc.gz","language_score":0.6972472071647644,"token_count":187,"dump":"CC-MAIN-2017-26","global_id":"webtext-fineweb__CC-MAIN-2017-26__0__39122241","lang":"en","text":"F56A Flow Control Valve Manual Filter Valve for Water Treatment\n1. Description: F56A Flow Control Valve Manual Filter Valve for Water Treatment\n|Package||Neutral Packing , strong generous beautiful color box or\n|Applicable occasion||household, school, office, outdoor etc.|\nIt adopts hermetic head faces with high degree pottery and\ncorrosion resistance for opening and closing.\nNo water passes the valve in rinse in single tank type.\nReasonable design of the flow passage: Service→ Fast Rinse→\nBackwash → Fast Rinse → Backwash →Service.\nIt can be changed to be side-mounted valve with side-mounted\nIt can operate under pressure, without leakage.\n4.Range of Application:\nResidential filtration system\nSwimming pool filtration equipment\nActive carbon or sand filter in RO pretreatment filtration system","domain":"hydraulic_engineering"}
{"url":"https://fyno.com/travel/grand-circle/page/activities/glen-canyon-dam/","date":"2024-02-25T14:04:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474617.27/warc/CC-MAIN-20240225135334-20240225165334-00304.warc.gz","language_score":0.9738023281097412,"token_count":164,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__145070198","lang":"en","text":"Glen Canyon Dam\nGlen Canyon Dam is a massive concrete structure located on the Colorado River just outside of Page. Walking along the dam or visiting its observation deck provides spectacular views of the lake and the canyons, which makes it a great quick stop.\nThe dam was completed in 1963 and it forms Lake Powell, one of the largest man-made reservoirs in the United States. The dam was built to control the flow of the Colorado River and to provide hydroelectric power to the surrounding area. The construction of the dam required the relocation of several Native American tribes, including the Navajo and Hopi people.\nYou can also get the tours in the visiting center that offer an opportunity to learn about the history and engineering of the dam, as well as the environmental impact of the reservoir on the surrounding ecosystem.","domain":"hydraulic_engineering"}
{"url":"http://www.tbs.com.mm/?corpo_portfolio=drainage-capacity-assessment-and-design-of-nestle-factory-in-satthawadaw-myanmar","date":"2020-01-24T15:30:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250620381.59/warc/CC-MAIN-20200124130719-20200124155719-00522.warc.gz","language_score":0.8690218329429626,"token_count":142,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__220713544","lang":"en","text":"Client: NESTLE WATERS SAS\nProject location: Satthawadaw, Myanmar\nStart (month/year): February.13\nEnd (month/year): March.13\nThe factory is located in Satthawadaw which is normally flooded 2-3 times a year. The consultant is required to verify the cause of the floods, analyze and assess the carrying capacity of internal drainage system and propose to the client an investment plan for the improvement of the system.\n- Data collection and survey of related hydrological data and drainage system site investigation\n- Assess capacity of existing drainage infrastructures\n- Propose investment plan for flood protection and improvement of drainage system","domain":"hydraulic_engineering"}
{"url":"https://scatec.com/stories/production-start-of-bajo-frio-panama/","date":"2023-02-05T14:01:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500255.78/warc/CC-MAIN-20230205130241-20230205160241-00151.warc.gz","language_score":0.9445635676383972,"token_count":204,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__175214999","lang":"en","text":"Through its partnership with the Credicorp Group in Panama, SN Power has developed and constructed the Bajo Frio hydropower project in the Chiriquí Viejo Basin, near the border to Costa Rica. The project has a capacity of 58 MW. Bajo Frio starts generation in June 2015.\nBajo Frio power station contributes to replacing power generated by thermal HFO generators in Panama. Approximately 60% of the production is sold through a long term PPA.\nIn August, the BoD in Agua Imara’s 51% owned subsidiary Lunsemfwa Hydro Power Company approves the start of the Safe Operations project, which will secure and stabilize energy supply from its two aging power stations, Lunsemfwa and Mulungushi, for the years to come.\nIn September 2015 the SN Power BoD approves the Maris Canal project in the Philippines, which is located approximately 5.5 km downstream from Magat Dam, with reservoir formed between the two dams.","domain":"hydraulic_engineering"}
{"url":"http://www.magnetdevices.com/hydraulic-cone-crusher.html","date":"2024-04-15T00:37:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816904.18/warc/CC-MAIN-20240414223349-20240415013349-00388.warc.gz","language_score":0.8515709042549133,"token_count":307,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__186347882","lang":"en","text":"Hydraulic cone crusher with high-efficiency and hydraulic pressure was widely used in mining, concrete factory, sandstone making, etc. The machinery's pressure resistance strength is under 350Mpa.\nWorking Principle: Hydraulic cone crushing process is completed between the fixed cone and eccentric rotating moving cone. Horizontal axis of crusher is driven by motor through the V-belt, and drives eccentric cover by gear. Eccentric cover makes main shaft rotate to cause eccentricity. Materials enter crushing chamber through upper inlet of crusher, and are discharged out through lower outlet.\nFeatures:High crushing ration and production efficiency Low maintenance cost High quality product shape output Automatic discharging.\nHydraulic Cone Crusher, Hydraulic Cone Crushers,Manufacturer of Hydraulic Cone Crusher, Supplier of Hydraulic Cone Crusher,Iron Ore Jigging Plantin India, Exporters of Hydraulic Cone Crusher, Hydraulic Cone Crushermanufacturers,Iron Ore Jigging Plantsuppliers, Hydraulic Cone Crusherexporters, Hydraulic Cone Crushermanufacturing companies,Iron Ore Jigging Plantin Chennai,Iron Ore Jigging Plantsupplier in India, Hydraulic Cone Crusherin Chennai, Hydraulic Cone Crushermanufacturer in India,Iron Ore Jigging PlantIndia ,Iron Ore Jigging Plantmanufacturers in India, Indian manufacturers of Hydraulic Cone Crusher, Hydraulic Cone Crusher Indian supplier,","domain":"hydraulic_engineering"}
{"url":"https://www.rkelectricals.net/construction-dewatering-pumpsets-cds-crds-cdt/","date":"2024-03-03T00:19:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476137.72/warc/CC-MAIN-20240302215752-20240303005752-00166.warc.gz","language_score":0.8205010890960693,"token_count":353,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__168532937","lang":"en","text":"“TEXMO” CONSTRUCTION DEWATERING PUMPSETS (CDS/CRDS/CDT)\n“AQUATEX” CRDS pumps have the unique characteristic of draining water down to the very bottom. Ideal for cleaning underground sumps, over head tanks, and draining curing water from concrete floors at construction sites with minimal effort.\n“AQUATEX” CDT high performance construction dewatering pumps can take on the toughest construction sites by virtue of their rugged cast iron construction and superior design. Perfect pumps for highly abrasive sand and silt laden water at construction sites.\n- Removing highly abrasive sand laden water from mines and construction sites.\n- Removing commercial and industrial waste water.\n- Effluent water transfer.\n- High discharge rate.\n- l Rugged cast iron construction for heavy duty applications.\n- l Flow of water from the top of the motor cools the motor efficiently and allows for installation in confined spaces.\nWear resistant, high-chrome, iron impeller with ductile iron wear plate.\nFlow of water from the top of the motor cools the motor efficiently and allows for installation in confined spaces.\nAnti-wicking cable entry\nAnti-wicking cable connectors prevent water from entering the motor through the cable wires / leads.\n- l Dual silicon carbide mechanical seals ensure durability.\n- l Oil lifters extend the life of the mechanical seals by providing efficient lubrication and cooling.\n- l Double shielded, permanently lubricated, high temperature, deep groove, ball bearings extend operational life.\n- l Built in thermal overload protector prevents motor failure due to overloading / locked motor.","domain":"hydraulic_engineering"}
{"url":"http://www2.canada.com/nanaimodailynews/news/story.html?id=fa5b40d9-30b8-423d-bf9e-7fcb2b5c6a27","date":"2013-05-22T15:43:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368701943764/warc/CC-MAIN-20130516105903-00048-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9555013179779053,"token_count":228,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__130750607","lang":"en","text":"Work on new reservoir will begin later this month\nDaily NewsPublished: Monday, August 20, 2012\nPhase one for the construction of a new enclosed reservoir and energy recovery facility at the Colliery Dam Park is expected to start later this month.\nThe City of Nanaimo is replacing the old open-air Reservoir No. 1. The total cost of the project is budgeted at $11.2 million, including $7.8 million through the federal gas tax fund, administered by the Union of British Columbia Municipalities. The balance will be funded from the city's water reserves.\nPhase one is scheduled to be complete by the end of 2012. It includes the installation of a new pipeline and clearing of trees at the reservoir site. The second phase includes the construction of the new reservoir and energy recovery facility and is scheduled to be completed in the spring of 2014.\nThe new concrete reservoir will be located adjacent to Nanaimo Lakes Road, just north (east) of the Nanaimo Parkway.\nThe old open-air reservoir will be decommissioned and the city is exploring options for its future use.","domain":"hydraulic_engineering"}
{"url":"https://shop2india.com/collections/pet-supplies/products/fish-tank-submersible-pump-silent-filter-suction-feces-pump-eb-a2500-60w","date":"2023-12-08T17:17:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100762.64/warc/CC-MAIN-20231208144732-20231208174732-00070.warc.gz","language_score":0.831871747970581,"token_count":173,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__159726172","lang":"en","text":"Item Name: Fish Tank Submersible Pump Silent Filter Suction Feces Pump (EB A2500 60W). Smart TV Box Android Quad Core HDMI 1080P Wifi Streaming Media Player UK\n220V 240V 360 Degree Fish Tank Submersible Water Pump Aquarium Bottom Silent Filter Suction Feces Pump Garden Fountain Waterfall Pump\nLow noise and noise reduction design.\nThe water pump can be started at a water level of 5cm and can be as low as 1cm when pumping water.\nThe bottom of the pump sucks in the surrounding water, effectively cleaning fish feces and impurities in the water tank.\nConvenient handle and thick ABS plastic shell.\nThe submersible pump is widely used in a wide range of fields, such as aquarium fish tanks, garden fountains, water crafts, water-cooled air-","domain":"hydraulic_engineering"}
{"url":"http://marineservicesofillinois.com/Pages/05_03_hydrometer_heaters.htm","date":"2020-09-21T02:25:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400198887.3/warc/CC-MAIN-20200921014923-20200921044923-00601.warc.gz","language_score":0.9028489589691162,"token_count":144,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__238895341","lang":"en","text":"For low gravity oil where the hydrometer gravity test cannot be made without heating the oil sample. Four hydrometer heater models are available. Two models are water heated and two models are electrically heated. The water-heated models come in floor mounted or side mounted. The electrically heated models are floor mounted. The side-mounted model is drained from the bottom and requires no separate hydrometer cylinder. A drain valve is required. The floor mounted model requires a cylinder and is included as part of the unit.\n|Model||Mounting||Heating Source||Size (inches)||Weight (lbs)|\n|403B172||Replacement cylinder for floor mounted units. (Aluminum)|","domain":"hydraulic_engineering"}
{"url":"https://www.bluebiz.com/en/BizClubs/Club-Africa-News/zambiazimbabwe-pick-addb-to-advise-on-$4-billion-hydro","date":"2020-10-24T19:50:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107884755.46/warc/CC-MAIN-20201024194049-20201024224049-00387.warc.gz","language_score":0.9456174969673157,"token_count":221,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__30921569","lang":"en","text":"The African Development Bank (AfDB) will be the lead financial adviser for the construction of the 2,400-megawatt Batoka Gorge hydro-power project in Zambia/Zimbabwe.\nThe new hydropower project, which is expected to cost $4 billion, will help solve part of the severe power shortages in these two South African nations. The AfDB intends to build it on the same arrangement as the Kariba Dam was constructed, which involves loans, grants, with the two governments also funding it.\nAccording to a Bloomberg report, financial mobilisation for the project is scheduled to start in 2018. The new dam will have a capacity of 1.2 billion cubic meters of water on completion. The Batoka Gorge project in the Zambezi river is not the only big hydro facility to be built in Africa. Cameroun has plans for four dams for a total 850 megawatts. There is also a 147-megawatt dam plan in Togo. The Democratic Republic of Congo is to build a 240-megawatt facility.\nFurther reading on Bloomberg.com","domain":"hydraulic_engineering"}
{"url":"https://www.gslelectric.com/timpanogos-wastewater-reclamation-expansion","date":"2019-10-16T18:35:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986669057.0/warc/CC-MAIN-20191016163146-20191016190646-00165.warc.gz","language_score":0.9098828434944153,"token_count":139,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__172118222","lang":"en","text":"Timpanogos Wastewater Reclamation Facility Expansion\nThis expansion project included…\nthe construction of a new headworks building with flow measurement, screening & grit removal, a new influent pumping station, the conversion of eight existing oxidation ditches into bioreactors with partition walls, submerged mixers, submersible pumps and diffused aeration.\nIn addition, two blower buildings, two secondary clarifiers, a return activated sludge (RAS) pump station and a solids dewatering facility with dry polymer pumps, belt filter presses, and conveyor systems were also constructed.\nCompleted | 2013\nSQFT | n/A\nClient | MMC","domain":"hydraulic_engineering"}
{"url":"https://atelierc-c.com/en/works/zhenjiang-gaozi-reservoir-pumping-station-project/","date":"2022-12-09T01:27:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446711376.47/warc/CC-MAIN-20221209011720-20221209041720-00406.warc.gz","language_score":0.8880462050437927,"token_count":173,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__144366950","lang":"en","text":"Zhenjiang Gaozi Reservoir Pumping Station Project\nThe construction of the Zhenjiang Gaozi Reservoir Pumping Station Project aims to accelerate the development of the Dantu Economic Development Zone, expand the scale of the new district, and meet the water supply needs of building a modern port city.\nCovering an area of about 42 acres, the design elevation of the station area is 15.5-21m. The total design scale of the booster station is 100,000 m3/d, and the scale of the first phase is 30,000 m3/d.\nThe pumping station has a clear water tank, booster pump room, chlorination room, power distribution room, office building, doorman and other ancillary facilities with a total construction area of 1,830 square meters.","domain":"hydraulic_engineering"}
{"url":"https://cira-sas.com/en/portefolio/hydro-agricultural-development-study-25-000-ha-irrigated-perimeters-full-water-control","date":"2024-02-24T15:34:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474541.96/warc/CC-MAIN-20240224144416-20240224174416-00639.warc.gz","language_score":0.9051005244255066,"token_count":164,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__95029794","lang":"en","text":"Hydro-agricultural development study on 25, 000-ha irrigated perimeters in full water control in the Macina hydraulic system.\nProject Background :\nThe all-inclusive objective of the project encompasses the development of 100, 000 ha irrigated areas in the Macina hydraulic system as well as the construction of ancillary infrastructure. The project will contribute to the economic development of Ségou region in particular, and Mali in general. The specific objective of the project is the completion of Summary Preliminary Draft Stuties, Detailed Preliminary Draft Studies and preparation of Bidding Documents for hydro-agricultural development works of the first portion of 25,000 ha in the Macina hydraulic system, as well as the construction of ancillary infrastructure including urbanization and animal husbandry.","domain":"hydraulic_engineering"}
{"url":"http://widegreat.com/En/News/NewsInfo.asp?2021927-29.html","date":"2022-01-20T23:28:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320302706.62/warc/CC-MAIN-20220120220649-20220121010649-00113.warc.gz","language_score":0.899298369884491,"token_count":122,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__247052324","lang":"en","text":"The Kasim Port Coal-fired Power Plant Project in Pakistan is one of the priority implementation projects of the \"China-Pakistan Economic Corridor\" and is also a national competitive project in OBOR countries. Our company supplied 18 high and low pressure bypass valves, 4 hydraulic oil stations and 4 EHCD control cabinets for this project.\nThe Kasim project has completed on-site debugging and passed the trial run. The supplied HOLA control valve has high adjustment precision and sensitive action, which ensures the smooth start of the site and the early completion of multiple nodes.\nPakistan Qasim project hydraulic bypass valve","domain":"hydraulic_engineering"}
{"url":"https://ubn.news/international-consultants-mott-macdonald-and-electricit-de-france-to-inspect-the-reconstruction-of-ukrainian-hydropower-plants/","date":"2023-12-06T04:05:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100583.13/warc/CC-MAIN-20231206031946-20231206061946-00135.warc.gz","language_score":0.8913562297821045,"token_count":160,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__187734006","lang":"en","text":"International consultants, Mott MacDonald and Electricité de France to inspect the reconstruction of Ukrainian hydropower plants\nAnnounced Ukrgidroenergo. The consultancy work will be conducted under the Ukrhydroenergo project “Rehabilitation of Hydropower Plants”. It is noted that the specialists of the monitoring mission visited Kaniv HPP, Kremenchuk HPP, Middle Dnieper HPP, Dnipro HPP-1, and Dnipro HPP-2, as well as Kyiv PSP. The Hydropower Rehabilitation project aims to extend the life of hydropower plants by 30-40 years, increase the capacity of existing hydropower plants, and increase the safety of the operation of equipment and facilities.","domain":"hydraulic_engineering"}
{"url":"https://orascom.com/our-capabilities/case-studies/terga-combined-cycle-power-plant/","date":"2021-05-12T07:56:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-21/segments/1620243991685.16/warc/CC-MAIN-20210512070028-20210512100028-00412.warc.gz","language_score":0.8470875024795532,"token_count":157,"dump":"CC-MAIN-2021-21","global_id":"webtext-fineweb__CC-MAIN-2021-21__0__156463912","lang":"en","text":"Terga Combined Cycle Power Plant\nShariket Kahraba Terga\nTerga is considered one of the largest combined cycle power plants in Algeria with a capacity of 1,200 MW.\nEPC basis. Works included site leveling, concrete works, steel structures, marine works, finishing works, ancillary buildings, all other works for the balance of plant, electrical and mechanical works and the installation of main equipment such as gas turbine generators. In addition to 5 intake pipeline – total length 4,000 m, with 2,000 mm inner diameter reinforced concrete pipes ; pumping station include 6x50% transfer pumps (3mw each) flow 15500 m3/h in addition to 3 dilution pumps (0.8mw each).\n2007 to 2013","domain":"hydraulic_engineering"}
{"url":"https://www.ayerbe.net/en/products/motor-pumps-electropumps-and-hydrocleaners/ayerbe-325-dcm10-hf/","date":"2023-09-22T11:12:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506399.24/warc/CC-MAIN-20230922102329-20230922132329-00207.warc.gz","language_score":0.816187858581543,"token_count":99,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__244697691","lang":"en","text":"The DC series electric pumps are recommended for draining clear or slightly dirty water and drainage water. Maximum discharge level up to 15 mm. from the bottom.\nImpeller body, impeller and motor in cast iron. Suction gate and drive shaft in stainless steel AISI304. Double mechanical seal (silicon carbide-NBR). Submersible asynchronous motor. IP68 Protection. The pumps are supplied with an electric buoy and a 10 meter cord with a Schuko plug.","domain":"hydraulic_engineering"}
{"url":"https://dynad.co.uk/blogs/1lrj8sm8v","date":"2024-04-24T06:59:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296819067.85/warc/CC-MAIN-20240424045636-20240424075636-00070.warc.gz","language_score":0.8708523511886597,"token_count":522,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__198486854","lang":"en","text":"Unveiling the Wonders of Hydraulic Level Systems: A Comprehensive Guide\nUnveiling the Wonders of Hydraulic Level Systems:\nA Comprehensive Guide\nHydraulic level systems play a pivotal role in various industries, providing efficient and reliable solutions for maintaining precise fluid levels. Whether in manufacturing, automotive, or aerospace, these systems contribute to seamless operations and improved overall performance. In this blog post, we'll delve into the fundamentals of hydraulic level systems, their applications, advantages, and how they revolutionize fluid level control.\nUnderstanding Hydraulic Level Systems:\nBasic Components: Hydraulic level systems consist of essential components such as sensors, actuators, pumps, and control units. These elements work in harmony to monitor and regulate fluid levels within a designated system.\nWorking Principle: The core principle involves using hydraulic pressure to control the movement of fluids. Sensors detect the current fluid level, sending signals to the control unit, which, in turn, adjusts the hydraulic actuators to maintain the desired level.\nApplications of Hydraulic Level Systems:\nIndustrial Automation: Hydraulic level systems are widely employed in industrial settings to manage fluid levels in tanks, ensuring a continuous and precise supply of liquids for various processes.\nAutomotive Industry: In vehicles, hydraulic level systems contribute to smooth and efficient operation by controlling the levels of brake fluid, power steering fluid, and other essential fluids.\nAerospace Engineering: Aerospace applications benefit from hydraulic level systems for maintaining fuel levels, hydraulic fluid levels, and other critical fluids necessary for the proper functioning of aircraft.\nAdvantages of Hydraulic Level Systems:\nAccuracy and Precision: Hydraulic level systems offer unparalleled accuracy in fluid level control, ensuring precise measurements and adjustments for optimal performance.\nReliability: These systems are known for their reliability and robustness, making them suitable for demanding industrial and automotive environments.\nVersatility: Hydraulic level systems can be adapted for various fluids, making them versatile solutions for different industries with diverse fluid management needs.\nReduced Maintenance: With fewer moving parts and a design focused on durability, hydraulic level systems generally require less maintenance, contributing to cost savings for businesses.\nIn conclusion, hydraulic level systems play a crucial role in modern industries, offering a reliable and efficient method for fluid level control. Their versatility, precision, and reliability make them indispensable across various applications. As technology continues to advance, we can expect further innovations in hydraulic level systems, contributing to enhanced performance and efficiency in a multitude of industries. Stay tuned for more updates on the exciting developments in fluid control technology.","domain":"hydraulic_engineering"}
{"url":"http://www.geo-solving.com/category/design-en/","date":"2024-04-12T21:37:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816070.70/warc/CC-MAIN-20240412194614-20240412224614-00328.warc.gz","language_score":0.9188352227210999,"token_count":189,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__196329830","lang":"en","text":"Geosolving is also contributing to the construction of Metro 2 with the design of the geothermal ground heat utilization equipment planned for the stations and line tunnels. Read here (italian page)\nGeosolving and LS Ingegneria are collaborating on the design of new sewage and water supply networks in the Municipality of Poirino (To) on behalf of Smat SpA. The project involves the renovation of the water supply and sewage system networks in the central area of the village, the construction of a new water retention basin and Read more about Design of sewage and water supply networks in Poirino (To) in collaboration with LS Ingegneria[…]\nGeosolving developed and applied an innovative methodology to assess the geothermal potential to be extracted from the subsoil through the activation of the new Turin Metro Line 2 (28 km) tunnels’ concrete lining and diaphrgram walls.","domain":"hydraulic_engineering"}
{"url":"https://www.interline.com.my/showproducts/productid/1150276/jazzi-side-mount-sand-filter/","date":"2024-02-25T07:55:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474594.56/warc/CC-MAIN-20240225071740-20240225101740-00238.warc.gz","language_score":0.8275072574615479,"token_count":90,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__108699708","lang":"en","text":"• A unique and advanced design ensures fast draining and stabilizes water flow.\n• The 6-position multi-port valve with a user-friendly handle easily provides you a maximum flow at low pressure drop.\n• The sand filter is equipped with a precision pressure gauge\n• It is easy to install and to maintain.\n• The outlet turbidity is less than 2FTU.\nInquiry - Jazzi, Side Mount Sand Filter","domain":"hydraulic_engineering"}
{"url":"http://www.exeo.co.za/exeo-receives-recognition-for-their-contribution-to-the-lormarins-hydro-power-project-which-recently-won-the-prestigious-cesa-aon-engineering-excellence-award/","date":"2020-08-15T13:50:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439740848.39/warc/CC-MAIN-20200815124541-20200815154541-00185.warc.gz","language_score":0.9413487911224365,"token_count":194,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__136459778","lang":"en","text":"Exeo formed part of the project team after being appointed as the Civil Engineering Construction company for the construction of the L’Ormarins Hydro Power Project on the L’Ormarins Estate near Franschhoek which has the potential to generate 2.3MW of green electricity.\nThe project required the design and construction of a pipeline from an environmentally sensitive, high and inaccessible part in the mountain to convey water to the first turbine station situated about 300m below the intake point. A second pipeline conveys water from the first turbine chamber to a balancing dam or directly to a second turbine chamber situated a further 100m lower the first turbine chamber. The water is then returned to the lower part of the same stream it has been extracted from.\nThe pipeline was constructed by conventional open excavation methods in the lower lying areas but in the inaccessible mountain areas, a helicopter was used to assist in construction the pipeline an above ground concrete pipe plinths.","domain":"hydraulic_engineering"}
{"url":"https://www.hydnow.in/krishna-river-projects-flooded-with-water/","date":"2022-01-25T13:23:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304835.96/warc/CC-MAIN-20220125130117-20220125160117-00454.warc.gz","language_score":0.943188488483429,"token_count":397,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__242782437","lang":"en","text":"Hyderabad, Oct.16 (Hydnow): The bountiful of rains in the upstream areas of Krishna River have increased the inflows of the flood water in its Projects.\nThe authorities of Srisailam reservoir have opened two crest gates of the project and released the flood water to the downstream areas.\nAs against the total capacity of 885 feet, the project now has reached the full tank level prompting the authorities to release the water to the downstream areas.\nOn the other hand, the Nagarjuna Sagar reservoir is also receiving huge amount of the inflows of the flood water.\nThe authorities of the project are releasing the water to the downstream areas of the project by opening ten gates of the reservoir.\nThe Nagarjuna Sagar reservoir has received 1.32 lakh cusecs of the inflows of the flood water. As against the total capacity of the 590 feet, the project now has 589 feet of the water. (Hydnow)\nHyderabad, Jan.24 (Hydnow): On national girl child day of Jan 24, Finance and Health Minister T Harish Rao today extended greetings to the girls in…\nHyderabad, Jan.24 (Hydnow): Panchayat Raj Minister E Dayakar Rao the TRS Government implements Dalit Bandhu to empower the SCs who have been lagging behind for…\nHyderabad, Jan.24 (Hydnow): Municipal Administration and IT Minister KT Rama Rao today said that Rs 1200 crore is being spent for providing potable water to…\nPrime Minister Narendra Modi will virtually interact with Pradhan Mantri Rashtriya Bal Puraskar (PMRBP) awardees on Monday (January 24).\nMore than one lakh people with Corona symptoms were identified in Telangana in the first two days of the state-wide fever survey.","domain":"hydraulic_engineering"}
{"url":"https://revismo.com/en/hydraulic-concert-stage-development-and-design/","date":"2023-05-28T10:34:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224643663.27/warc/CC-MAIN-20230528083025-20230528113025-00528.warc.gz","language_score":0.9654347896575928,"token_count":115,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__195204321","lang":"en","text":"In February 2021, Revismo Engineering completed the development project that included the design of a concert stage with hydraulically movable platforms. The hydraulically movable parts of the stage allow the size of the stage and the stands to be changed as required. This in turn gives the room a wider range of uses. Revismo team carried out development and design work as preliminary and work projects, the outputs of which were detailed production drawings. The works also included strength analyzes and instructions for use and maintenance.\nApproximate volume of engineering works approx. 550h.","domain":"hydraulic_engineering"}
{"url":"https://www.raubex.com/index.php/construction-of-cornelis-river-dam","date":"2022-08-19T04:39:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882573623.4/warc/CC-MAIN-20220819035957-20220819065957-00750.warc.gz","language_score":0.8918486833572388,"token_count":216,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__126914319","lang":"en","text":"|Location||Raubex Construction (Pty) Ltd||Client|\n|Warden, Free State||\nThe Cornelis River Dam project demonstrates Raubex Construction’s diverse capabilities and ability to deliver large scale civil infrastructure projects, on time and to the client’s satisfaction.\nRaubex Construction was awarded the contract in September 2016 by the Free State’s Phumelela Local Municipality to secure the water supply to Warden and Zenzeleni through the construction of an earth fill storage dam.\nThe project scope included:\n- Construction of an access road;\n- Testing and grouting of foundation;\n- Construction of earthen embankment with clay core;\n- Construction of a concrete spillway with fish ladder;\n- Construction of concrete inlet tower;\n- Construction of inlet tower access bridge; and\n- Installation of outlet pipes.\nRaubex Construction began works in October 2016 and completed the project within the planned timeline on 10 July 2018.","domain":"hydraulic_engineering"}
{"url":"http://www.eastland.nz/eastland-generation/other-generation/waihi/","date":"2018-09-24T00:03:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267159938.71/warc/CC-MAIN-20180923232129-20180924012529-00386.warc.gz","language_score":0.9139845371246338,"token_count":220,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__198290585","lang":"en","text":"The Waihi hydro scheme is located at Lake Ruapapa on the Waihi River 26km north west of Wairoa and 78km south west of Gisborne and has a catchment area of 81.4km2 from the Panekiri range to the dam location.\nCompleted in 1986 the Lake Ruapapa reservoir is 5.2km in length, with an area of 42ha and holds almost 2million m2 of water.\nThe dam is a 15m high gated concrete buttress with earth fill flanks. A screened inlet feeds a 2.3m diameter tunnel which sends water through the twin 1.22m diameter penstocks to the powerhouse below.\nThe powerhouse is on the left bank of the Waiau River just upstream of the confluence with the Waihi River and about 1.9km from the dam. The powerhouse contains two 2.5MW machines with the maximum output discharge of 6m3/s and a rated net head of 100m.\nWaihi generates sustainable power for 1,600 homes.","domain":"hydraulic_engineering"}
{"url":"http://gzhewu.gubnota.ru/en/product/dong-fang-hong-c902","date":"2018-10-18T14:36:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583511872.19/warc/CC-MAIN-20181018130914-20181018152414-00384.warc.gz","language_score":0.7118886709213257,"token_count":429,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__50803989","lang":"en","text":"Crawler tractors Dong Fang Hong-C902\n1, the main function\nThe model is designed for project design and development of products, mainly for fish ponds in small projects such as renovation, construction earth-moving operations.\nStructure of 2, the main performance characteristics\n1) engine using low speed, high torque, energy saving, consumption reducing red diesel.\n2) (4F+2R) slide the gear shift transmission, suitable for dozing.\n3) ends transmission device using beam structure, reliable performance.\n4) dispenser with two valves for hydraulic system allocator, handle to DC, suitable for handling habits.\n5) improved cabin structures, improve control vision\n6) user-friendly design all sorts of bars, hydraulic steering control and reduces driver's intensity.\n7), novel, full enclosure, optional air conditioning according to user needs;\n8) may elect to install rubber tracks improving pavement performance, easy transition job.\n|Overall dimensions (length x width x height) (mounted Dozer)||4870×2462×2766|\n|Minimum mass (Kg)||6890 (Loading Dozer)|\n|Track width (mm)||390|\n|Ground pressure (kPa)||49.2(Loading Dozer)|\n|Type||Inline, water-cooled, four-stroke|\n|Rated power and rotate speed (kW)/(r/min)||66.2/2200|\n|Transmission gears Forward/backward||4/2|\n|Speed (km/h) Forward/backward||3.18~9.63/4.10~6.35|\n|Power output shaft power (kW)||/|\n|PTORotational speed (r/min)||/|\n|Clutch||Double single action|\n|Lifting force (KN)||/|\n|Dozer size (width × height) (mm)||2462×850|\n|Blade depth （mm）||290|","domain":"hydraulic_engineering"}
{"url":"http://www.thompson-valves.com/products/ivp/ivp-products/L08","date":"2013-05-26T02:05:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368706484194/warc/CC-MAIN-20130516121444-00050-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.7551337480545044,"token_count":64,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__5796354","lang":"en","text":"L08 is a 5mm spring loaded pressure maintaining valve, used for quick and accurate control of inlet pressures. Ideal for low, medium and high pressure applications. It is manually adjustable for maintaining a set pressure of upstream media.\n|Inlet Pressure BAR (Maximum)\n|Outlet Pressure BAR (Maximum)","domain":"hydraulic_engineering"}
{"url":"https://www.elitekustomzfabrication.com/product/smc-check-valve-femalefemale/","date":"2023-06-10T18:59:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224657735.85/warc/CC-MAIN-20230610164417-20230610194417-00544.warc.gz","language_score":0.9292982816696167,"token_count":71,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__60518068","lang":"en","text":"Series AK check valves offer various configurations to provide design solutions based on operating conditions. This series is compact and lightweight with low cracking pressure. The AK straight type, is easily installed in pipelines. The bushing type AK can be used in applications with splashing coolant and spatter, etc.\nThere are no reviews yet.","domain":"hydraulic_engineering"}
{"url":"https://newscentral.africa/tag/president-felix-tshisekedi/","date":"2021-10-24T03:18:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585837.82/warc/CC-MAIN-20211024015104-20211024045104-00610.warc.gz","language_score":0.922549307346344,"token_count":70,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__295393031","lang":"en","text":"President Felix Tshisekedi\nMore work on the dam already allows for the commencement of the second phase. Ethiopia began filling the facilities of the dam in 2020. The dam is in the advance stage of construction on the Blue Nile which shares a border with Sudan. The move has unsettled authorities in Sudan and Egypt.\nMay 26, 2021","domain":"hydraulic_engineering"}
{"url":"https://in.tormacpumps.com/product/7%E2%80%B3-submersible-pump/","date":"2024-03-04T02:22:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476409.38/warc/CC-MAIN-20240304002142-20240304032142-00074.warc.gz","language_score":0.9180885553359985,"token_count":118,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__75648372","lang":"en","text":"Bore well Submersible Pump sets are powered by water filled, rewindable submersible which is made for continuous duty. The stator is wound with special water proof synthetic film insulated copper winding wires and made up of watt loss silicon steel laminations assembled under pressure and rigidly locked in stainless steel stator shell. T-Bolt & Thread type design in all motor ensures rigid construction. Open design of Impellers and diffusers offers best possible high efficiency in low voltage. Built-in check valve and pressure back flow and reduces the risk of water hammering.","domain":"hydraulic_engineering"}
{"url":"http://townofjohnstown.com/CivicAlerts.aspx?AID=412","date":"2018-08-20T03:30:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221215523.56/warc/CC-MAIN-20180820023141-20180820043141-00616.warc.gz","language_score":0.9724906086921692,"token_count":161,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__168304658","lang":"en","text":"Work on the Little Thompson River Bridge Replacement project will cease for approximately two weeks beginning mid-August. Seeding, which cannot be done until mid-September, will be the only work remaining on the project. Paving and striping on CO 60 and CO 257 are expected to be completed by August 12.\nThe project will be completed three months ahead of schedule. Use of the shoofly diversion structure had considerable impact to the schedule and allowed CO 257 to be closed for four weeks as opposed to three months as originally planned.Repairs to damage along the Little Thompson River caused by flooding in 2013 has also been completed. Safety improvements such as guardrail being brought up to current standards will also benefit the community. The entire Little Thompson River Bridge Replacement project is expected to be completed mid-September.","domain":"hydraulic_engineering"}
{"url":"http://mystateline.com/fulltext?nxd_id=387612","date":"2013-06-20T08:37:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368711005985/warc/CC-MAIN-20130516133005-00091-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9618840217590332,"token_count":94,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__8100037","lang":"en","text":"The National Weather Service says that the Pecatonica River level was at 14.1 ft at 10:30 A.M. and holding. The flood stage is 13.0 ft.\nA crest prediction is set at 14.3 ft. for Thursday evening. Currently, moderate flooding of streets on the east and north end of Freeport could occur.\nIf there is no more precipitation, the river will remain above flood level for at least seven days.","domain":"hydraulic_engineering"}
{"url":"https://www.cpooutlets.com/reading-technologies-6060b-stealth-1-2-in--and-3-8-in--npt-combo-filter-regulator/rtcn6060b,default,pd.html","date":"2018-06-24T03:25:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267866191.78/warc/CC-MAIN-20180624024705-20180624044705-00326.warc.gz","language_score":0.8379889130592346,"token_count":151,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__140550309","lang":"en","text":"The 6060B Stealth 3/8 in. & 1/2 in. NPT Combo Filter/Regulator removes dirt and water with a patented Inverse Flow design and a 3-1/2 in. filter depth.\n- Patented Inverse Flow design with a 3-1/2 in. filter depth and 1 micron final filtration system for removing dirt and water\n- Brass petcock manual drain\n- High flow 3/8 in. pressure regulator and 0 - 160 PSI gauge for convenient reference to pressure values\n- Maximum flow runs up to 60 SCFM\n- 1/2 in. NPT inlet and 3/8 in. NPT outlet\n- Removes oil to 0.003 PPM","domain":"hydraulic_engineering"}
{"url":"https://www.inductionmeltingindia.com/hydrualic-spares.html","date":"2023-12-06T17:04:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100602.36/warc/CC-MAIN-20231206162528-20231206192528-00354.warc.gz","language_score":0.896274745464325,"token_count":126,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__286964519","lang":"en","text":"Hydraulic Gear Pump\nWith proficient professionals, we are deeply engaged in engineering, manufacturing and supplying A-one Hydraulic Gear Pump to the venerated clients. The pump is the best suited to be utilized in different kinds of hydraulic systems for controlling the force of fluid. It is made up of selected grade metal body, which guarantees sturdy construction, low noise & vibration running, high impact resistance, and long life. Further, Hydraulic Gear Pump contain high-grade copper wiring motor, ball bearing, speed capacitor, and steel shaft, ensuring its super friction resistance, excellent performance, low maintenance need and cost-effectiveness.","domain":"hydraulic_engineering"}
{"url":"https://caletech.co.ke/product/solarmax-solar-water-pump-special-combo/","date":"2023-09-24T14:52:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506646.94/warc/CC-MAIN-20230924123403-20230924153403-00402.warc.gz","language_score":0.8669352531433105,"token_count":321,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__199957045","lang":"en","text":"Submersible Special Combo(Solar + Pump + Float Switch)This system combines Solar panel , the submersible water pump and float switch.The Solar Panel has 200 Watts\nA submersible water pump with 96V , Head of 90Meters/295 feet.\nThis submersible water pump is Solar Powered.\nIt has 0.5 Horsepower Direct Current and a fitting of 0.5″\nIt’s unique water tight power connector stops water leaking & prevents potential condensation problems.\nIt is Great for livestock watering, irrigation, pond aeration, remote homes & cabins.\nThe submersible is strongly build yet light weight (2.95kgs).Corrosion-proof housing with stainless steel-fasteners.\nThe submersible has dry running capabilities without pump damage.\nOne of greatest features of this submersible is the Internal Bypass feature for pump protection Long-life.\nIt is also can be easily repaired in the field. This submersible also accepts a variety of jacket-able cables.\nThey control devices like pumps (pump water in or out), valves (open or close inlet/outlets), or alarms to notify users. Its cost-effective, reliable, and can be used with a wide variety of liquids. It also has a non-toxic, corrosion-resistant, easy to install, low cost, long service life.\nFloat Switch-The product can be used with a variety of pump package, widely used in water supply, drainage and corrosive liquid level automatic control.","domain":"hydraulic_engineering"}
{"url":"https://www.dabs-eministry.net/frame_forces_projects_detail_view.php?p_id=112","date":"2021-10-22T22:02:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585522.78/warc/CC-MAIN-20211022212051-20211023002051-00117.warc.gz","language_score":0.9042619466781616,"token_count":128,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__295330044","lang":"en","text":"Kajaki Dam is located on the Helmand River, in the northern Helmand province, approximately 90 KM northwest of Kandahar. It impounds a 27 KM long reservoir which provides irrigation water and hydroelectric power for the region. This project is divided into two Sub-phases, in Sub-Phase-I: the current installed capacity 51.5 MW is increased to 118.1 MW. In Sub-Phase-II: the capacity finally will enhance from 118.1 MW to 151.5 MW.\nThis will increase the power production of Kajaki which will result sustainable electricity to people of Helmand and Kundahar","domain":"hydraulic_engineering"}
{"url":"https://mercainox.pt/produto/spring-ps2-dosing-pump/","date":"2022-01-23T22:19:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304309.59/warc/CC-MAIN-20220123202547-20220123232547-00537.warc.gz","language_score":0.940997302532196,"token_count":150,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__86210545","lang":"en","text":"The PS2 series piston dosing pump also offers multiple combinations of pump heads and motor power that enables it to adapt to a large number of applications. The PS2 achieves flow rates of between 10.5 – 340 g/h with a pressure up to 80 psi.\nPS2 Series is also flexible, being able to alter its hydraulic characteristics thanks to a bigger size of piston and longer stroke length, which therefore alters the flow rate and power.\nThe PS2 pumps have a spring-loaded mechanism in an aluminium housing, and each model can be adjusted to between 0-100% of the total flow rate. This can be done manually or automatically by using the AKTUA actuator which operates with a 4-20 mA signal.","domain":"hydraulic_engineering"}
{"url":"http://www.jfklibrary.org/Search.aspx?nav=N:4294940559","date":"2014-12-19T16:29:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-52/segments/1418802768741.35/warc/CC-MAIN-20141217075248-00167-ip-10-231-17-201.ec2.internal.warc.gz","language_score":0.8212147951126099,"token_count":96,"dump":"CC-MAIN-2014-52","global_id":"webtext-fineweb__CC-MAIN-2014-52__0__163934010","lang":"en","text":"JFK Website (0)\nDigital Archives (1)\nFolder Title: Army: Corps of Engineers, Oahe Dam, 1962\nArtist's conception of the Oahe Dam Powerhouse. The dam is located on the Missouri River near Pierre, South Dakota.\nSearch powered by Oracle Endeca ®.\nJOHN F. KENNEDY PRESIDENTIAL LIBRARY AND MUSEUMColumbia Point, Boston MA 02125 (617) 514-1600","domain":"hydraulic_engineering"}
{"url":"http://bless.ab.ca/Photos/2007Flood/2007Flood.html","date":"2023-03-27T10:22:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296948620.60/warc/CC-MAIN-20230327092225-20230327122225-00764.warc.gz","language_score":0.9614816904067993,"token_count":211,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__100630425","lang":"en","text":"Spring 2007 High Water Levels on Big Lake\nSpring of 2007 saw the highest water levels on Big Lake since 1997. The water level peaked on May 12th at 651.444 metres above sea level, approximately one metre higher than the high water level of the previous year.\nThe photos below were taken on the ground from around the east bay on May 13th.\nThe Big Lake Environment Support Society took Aerial Photos of the lake on April 25th with the water level at 651.349 metres.\nMore photos of Big Lake taken by Dave Conlin during the 2007 spring flood event can be found at http://www.pbase.com/cooldave/spring_flood.\nAccording to the Alberta Environment Planning Division Sturgeon River Basin Study of November 1977, the high water level recorded in 1974 for what was deemed a 1:80 year flood event was 653.277 metres ASL.\nWater levels recorded in the past for Sturgeon River stations in St. Albert are available at the Environment Canada website.","domain":"hydraulic_engineering"}
{"url":"https://www.oaseaustralia.com.au/products/57134","date":"2023-11-30T15:25:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100227.61/warc/CC-MAIN-20231130130218-20231130160218-00810.warc.gz","language_score":0.9248418211936951,"token_count":115,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__74595463","lang":"en","text":"The high-performance skimmer for shallow water! ProfiSkim cleans the water surface of large ponds and is ideal for use in shallow water areas of up to 80m3 pond surface. It has an optimal water flow for effective suction performance and is the perfect complement for filter systems in both gravity-fed and pump-fed systems.\n- Powerful suction cleaning of pond surfaces up to 80 m²\n- Can be used with large filter systems and in shallow water zones\n- Perfect dimensions particularly suited for large quantities of water\n- Floating high performance skimmer","domain":"hydraulic_engineering"}
{"url":"https://www.bcwwa.org/component/bcwwa/?task=eventregister&event=2605","date":"2017-04-29T19:35:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917123560.51/warc/CC-MAIN-20170423031203-00515-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.817222535610199,"token_count":137,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__124788438","lang":"en","text":"The focus of this seminar will be on the analysis and design of stormwater detention facilities, using both event-based infrastructure sizing methods as well as long-term continuous simulation.\n- Overview of Stormwater Management Local and Western Canadian perspective North American perspective\n- Traditional Pond Design Event-based sizing BC project examples Ontario project examples Control structure configuration options\n- Event-Based Modeling versus Continuous Simulation Introduction to statistics For design storms For runoff events\n- Innovative Pond Design Techniques Sediment supply estimation Limited, RTC, and zero discharge pond sizing Geomorphology impacts Environmental and habitat impacts BC project examples Ontario project examples\n- Question and Answer/Open Discussion\nMore information and registration.","domain":"hydraulic_engineering"}
{"url":"http://www.waterproofmembranes.net/info/the-scope-of-the-geomembrane-20193186.html","date":"2018-11-19T01:58:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-47/segments/1542039744803.68/warc/CC-MAIN-20181119002432-20181119024432-00205.warc.gz","language_score":0.8775487542152405,"token_count":221,"dump":"CC-MAIN-2018-47","global_id":"webtext-fineweb__CC-MAIN-2018-47__0__198647068","lang":"en","text":"Qingdao Shendun Waterproof Technology Co.,Ltd\nThe dam of the head reservoir is the heart wall Dam, but due to the collapse of the dam, the separation of the upper part of the heart wall, in order to solve the problem of upper seepage prevention, the original addition to the impervious oblique wall. According to the safety proof analysis of the reservoir dam, in order to solve the leakage of weak surface and dam Foundation caused by multiple landslides of the dam, a bedrock curtain grouting, contact surface grouting, a backfill curtain of the casing well and a high spray impervious wall are adopted in vertical seepage control. In the upper inclined wall, the composite geomembrane blanket is used to prevent seepage, and the bottom is connected with the vertical cutoff wall to the $number. 0m elevation (above the check flood stage 0.97m). The concrete position and the engineering quantity see the design drawing.\nCopyright © Qingdao Shendun Waterproof Technology Co.,Ltd All Rights Reserved.","domain":"hydraulic_engineering"}
{"url":"https://ramban.gov.in/project/hydro-electric-project/","date":"2023-05-30T13:48:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224645810.57/warc/CC-MAIN-20230530131531-20230530161531-00694.warc.gz","language_score":0.8439808487892151,"token_count":84,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__257225299","lang":"en","text":"Hydro Electric Project\nTo harness the hydroelectric potential of River Chenab state government started construction of 900 MW Baglihar Hydro electric Power Project at Chanderkote. Ist phase of 450 MWs has been commissioned with a cost of 5827 Crore. Another Hydro Electric Project of 1850 MWs is coming up at Sawalakote.\n- Address: Hydro Electric Project, Ramban","domain":"hydraulic_engineering"}
{"url":"https://siegfriedeng.com/portfolio/san-joaquin-area-flood-control-agency/","date":"2023-12-06T07:53:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100583.31/warc/CC-MAIN-20231206063543-20231206093543-00593.warc.gz","language_score":0.9019632339477539,"token_count":96,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__135606017","lang":"en","text":"Siegfried worked with the San Joaquin Area Flood Control Agency (SJAFCA) on the design and permitting of a new flood control gate at Smith Canal. This project was in response to a change in the designation from FEMA listing the area as a Special Flood Hazard Area. Siegfried provided the civil engineering, surveying, and structural engineering in preparing the report, construction costs, and project alternatives.\n- Civil Engineering\n- Construction Administration Services\n- Structural Engineering","domain":"hydraulic_engineering"}
{"url":"https://mfa.gov.ct.tr/turkish-president-erdogan-to-attend-the-opening-ceremony-of-the-project-of-the-century/","date":"2023-02-02T17:36:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500035.14/warc/CC-MAIN-20230202165041-20230202195041-00175.warc.gz","language_score":0.9599742293357849,"token_count":209,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__60345877","lang":"en","text":"The opening ceremony of the Water Supply Project is going to be held on Saturday with the participation of the Turkish President Recep Tayyip Erdoğan. The opening ceremony of the project which is considered to be the first in the world will be held at Çamlıbel Treatment Facility. The project which will provide water to the TRNC with the suspended pipeline system cost about 1 billion 600 million Turkish Liras.\nThe TRNC Water Supply Project which started on 7 March 2011 with the construction of Alaköprü Dam on the Anamur Dragon Creek is comprised of a 106 km long pipeline system which has a length of 23 km in Turkey, 80 km sea transition of which 66.5 km is suspended pipeline and 3 km. in the TRNC and aims to transfer water to be deposited in the Alaköprü Dam in Turkey to the Geçitköy Dam built in the TRNC.\nWithin the framework of the project, the opening ceremony will be held firstly in Turkey and then in the TRNC.","domain":"hydraulic_engineering"}
{"url":"https://digitallibrarydirectory.com/grid/results/taxonomy%3A1171.1184%2C2922","date":"2023-12-04T16:30:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100531.77/warc/CC-MAIN-20231204151108-20231204181108-00011.warc.gz","language_score":0.9336656332015991,"token_count":121,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__158850747","lang":"en","text":"Category: Engineering, Irrigation\nThe Columbia River Basin Project Begun with the construction of the Grand Coulee Dam in 1933, the Columbia River Basin Project is one of the largest, and most contentious, engineering projects ever completed in the American West. Franklin Roosevelt originally authorized the construction of the dam with the intention of diverting huge portions of the Columbia River to the fertile, though arid, Washington State Interior.??With the outbreak of World War II, however, irrigation initiatives were put on hold, and hydroelectric power became the dam's primary function. This change in use proved important historically.","domain":"hydraulic_engineering"}
{"url":"https://www.fgf.com.au/2017-projects","date":"2022-05-20T07:32:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662531762.30/warc/CC-MAIN-20220520061824-20220520091824-00357.warc.gz","language_score":0.9334627389907837,"token_count":268,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__33703065","lang":"en","text":"Kuranda Suburban Water Security Upgrade\nfgf was awarded the design and construction of the Warril Drive booster pump station, Platypus Close 500kL reservoir and Hilltop Close 500kL reservoir.\nCaravonica Flood Mitigation Works\nfgf was awarded the Flood Mitigation Works at the Caravonica State School in order to provide a safer and more reliable education facility within a flood prone area.\nFRND211 Victory Creek Wide Centreline Treatment\nThis project involved the widening of the Bruce Highway to allow for a metre wide centreline including extensions to existing drainage structures to meet this requirement.\nSkyrail Carpark Extension and Other Various Works\nfgf completed carpark extension works for the Skyrail Rainforest Cableway site in Caravonica. Following this, fgf was awarded various other small contracts on the site.\nFRND211 Sikh Temple Road Intersection Upgrade\nThis project comprised the widening of the Highway and construction of a dedicated turning lane into Sikh Temple Road. An upgrade to street lighting was also included in the project.\nD&C Gray and Brown Road Water Mains\nfgf was awarded this project which involved the design and construction of reticulation water mains in Gray and Brown Road, Green Hill to replace the existing aged AC network.","domain":"hydraulic_engineering"}
{"url":"https://www.hosesupplies.com/product-page/pressure-reducing-valve","date":"2020-02-19T04:33:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875144027.33/warc/CC-MAIN-20200219030731-20200219060731-00091.warc.gz","language_score":0.8967388868331909,"token_count":264,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__58171363","lang":"en","text":"Pressure Reducing Valve\nBermad Pressure Reducing Valve, 700 series.\nOptimally-Engineered Waterworks Valve.\nThe basic valve design (globe or angle) results in lower pressure loss, reduced weight, and higher resistance to cavitation damage compared to that of a conventional control valve.\nEach valve is available in sizes 40 - 800 mm, threaded or flanged, with pressure ratings up to ANSI Class 300 (ISO 25).\nPressure Reducing Valves valves are hydraulically operated by means of diaphragm actuators, (except for high-pressure application piston actuators).\nPrincipally, the valves are constructed of ductile cast iron or steel (optional: other alloys) and are available with various protective coatings.\nContact us to discuss your specific requirements.\nDouble Chamber Valves vs Globe Pattern Valves:\nThe 700 Series double chambered valve operation is independent of valve differential pressure since the line pressure actually serves as the actuator differential pressure.\nThis develops maximum power, ensuring immediate valve response.\nThe upper control chamber is pressurized to close, and vented to open the valve.\nThe lower control chamber is usually vented to the atmosphere, but can also be pressurized to power the valve open.","domain":"hydraulic_engineering"}
{"url":"https://www.pcs-company.com/high-flow-stainless-tubes-replacement-heads","date":"2023-09-24T07:19:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506623.27/warc/CC-MAIN-20230924055210-20230924085210-00736.warc.gz","language_score":0.8959793448448181,"token_count":75,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__153578708","lang":"en","text":"- Unit of Measure - Inch\n- Made from solid brass\n- Brass pipe plug included\n- Must be used with High Flow stainless steel tubes\n- 30 - 60% increased flow\n- Higher flow from standard cascades\nReplacement Heads for High Flow Stainless Tubes come standard in solid brass. These heads are designed to be used with high flow stainless tubes.","domain":"hydraulic_engineering"}
{"url":"http://newsonprojects.com/story.asp?news_code=28287","date":"2018-06-21T03:03:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267864019.29/warc/CC-MAIN-20180621020632-20180621040632-00110.warc.gz","language_score":0.961249589920044,"token_count":345,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__181462778","lang":"en","text":"|The State government has given administrative approval for two major components of Kaleshwaram project - a gravity canal with discharge capacity of 142 cumecs to Kondapochamma reservoir and formation of the reservoir with an estimated cost about ₹4,010 crore.|\nThe gravity canal has been proposed in place of a D-shaped tunnel planned as part of the original Pranahita-Chevella project with a carrying capacity of 24.6 cumecs. However, based on the recommendations of the Cabinet Sub-Committee on the redesigning of irrigation projects, execution of a gravity canal was found to be feasible with a two-stage pumping system.\nAccordingly, the administrative approval was given on Friday for execution of the work along with the associated components as part of Package-14.\nThe off-take point of the gravity canal would be at 8.150 km of Package-13 to carry water to Kondapochamma reservoir with a cost of ₹2,281 crore.\nSimilarly, the government has given approval for the formation of Kondapochamma reservoir at Pamulaparthy village in Siddipet district with a storage capacity of 15 tmc ft as against one tmc ft proposed as part of the original project and the revised capacity of seven tmc ft later.\nThe construction of the reservoir has been divided into two parts and the first reach of the work from 0 km to 5.5 km has been approved with a cost of ₹965.9 crore and the second reach from 5.5 km to 15.8 km has been approved with a cost of ₹762.8 crore.","domain":"hydraulic_engineering"}
{"url":"https://www.mercedesclaforum.com/forum/2014-mercedes-cla-reviews/55017-sany-concrete-pumps-lives-up-its-mission.html","date":"2020-01-28T16:09:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579251779833.86/warc/CC-MAIN-20200128153713-20200128183713-00345.warc.gz","language_score":0.9116550087928772,"token_count":440,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__200752917","lang":"en","text":"SANY Truck-Mounted Concrete Pump\nhave undertaken many of domestic and abroad high-rise building pumping works and have participated in the construction of all the skyscrapers over 500 meters high. With its powerful construction strength and advanced technology, SANYconcrete pumps lives up to its mission.\n12h Continuous Pumping: In the Wushan Yangtze River Bridge Steel Pipe Concrete Pumping Project, SANY Trailer Concrete Pump\ncreated three world records: steel pipe concrete pumping length hits 560 m, andsteel pipe single continuous concrete pumping volume hits 600 m3, and steel pipe single continuous concrete pumping time exceeds 12 h.Continuous Pouring of 60,000m3 concrete completed in 60h: In the concrete pouring for Shanghai Tower, reputed as China No. 1 skyscraper (height: 632m),the entire groundsill pouring project employs SANY Concrete Equipment\n, and 18 SANY equipment(including four trailer-mounted concrete pumps) completed the incessant pouring for 60,000 m3 concrete within 60 h.In projects like Three Gorges Hydropower Station and Guangxi Dahua Hydropower Station etc., aggregate of super diameter is a hard nut in pouring work. SANY 120A concrete delivery pump can pump the aggregate with diameter of up to 80mm, which resolves the world hard nut that three-graded concrete cannot be pumped.\nEasily handle pumping of difficult concrete like B90, C150, and 3-gradation concrete Moscow Federation Building is reputed as the World No.1 Steel Bar Building of Concrete Structure. Concrete Batching Plant\nDuring the project construction process, SANY trailer-mounted concrete pump successfully pumped B90 (equivalent to C110) concrete vertically to a height of 120m.In Japan Tokyo Yomiuri Shimbun Building Project, concrete pumping height is up to 200 m, and some concrete strength even hits C150. SANY HBT80C-818D trailer-mounted concrete pump partook in the Japan-based project and lived up to its mission. That exemplifies the rejuvenation of Chinese nation. www.sanyglobal.com","domain":"hydraulic_engineering"}
{"url":"http://northsidesun.com/content/one-lake-plan-study-should-be-completed-summer","date":"2015-04-28T14:28:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-18/segments/1429246661675.84/warc/CC-MAIN-20150417045741-00188-ip-10-235-10-82.ec2.internal.warc.gz","language_score":0.9395812153816223,"token_count":93,"dump":"CC-MAIN-2015-18","global_id":"webtext-fineweb__CC-MAIN-2015-18__0__11541771","lang":"en","text":"One Lake plan study should be completed by summer\nA study commissioned to determine the feasibility of a flood control option for the Pearl River should be completed by June.\nThe study of the One Lake Project is being funded by the Pearl River Vision Foundation (PRVF), a nonprofit set up to promote the One Lake Project. Mendrop Engineering Consultants were hired to conduct the actual study.\nCongress authorized $133 million for flood control on the Pearl in 2007.","domain":"hydraulic_engineering"}
{"url":"https://www.anz.veoliawatertechnologies.com/technologies/hydrovex-flow-control-without-energy","date":"2023-12-07T20:00:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100686.78/warc/CC-MAIN-20231207185656-20231207215656-00606.warc.gz","language_score":0.8328775763511658,"token_count":629,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__91919276","lang":"en","text":"The Hydrovex® line of wet weather technologies is applicable in stormwater, combined or sanitary sewer applications and has been available to the American market for over 30 years.\nHYDROVEX™ FLUIDGATE CONTROL VALVE\nAdjustable PVC control gate with adjustment scale to position on vertical walls. Limits outflow in flow regulating chambers.\nHYDROVEX™ FLUIDHOOK CONTROL GATE VALVE\nAdjustable gate for rectangular flow cross-sections. Optimized geometry for a small coefficient of discharge.\nHYDROVEX™ FLUIDVERTIC VERTICAL VORTEX VALVE\nAn active flow control device with a very high flow-resistance and a large, free-flow cross-section. Particularly suitable to control small outflows from rainwater storage basins.\nHYDROVEX™ VHV / SVHV VORTEX FLOW REGULATOR\nStatic flow controller discharging 4 to 6 times less stormwater than orifice plate. Prevents downstream flooding by allowing \"flow slippage\". Controls stormwater directly at source, the manhole.\nHYDROVEX™ POND VORTEX FLOW REGULATOR\nThe Pond vertical vortex flow regulator is both an overflow weir and a regulator for the output flow of stormwater storage tanks, swales, wetlands, etc.\nHYDROVEX™ IHV EURO TYPE VORTEX FLOW REGULATOR\nDischarge throttling device to limit outflow from storage and overflow tanks or reservoirs. Discharge controlled by creating air-filled vortex that reduces effective water passage area without physically reducing orifice size The Euro type is applicable for wet-well flow control structures.\nHYDROVEX™ IHV / HHV VORTEX FLOW REGULATOR\nSame as HHV but discharge in two stages. Up to pre-determined upstream water level, valve operates as simple orifice. When UWL exceeds certain value, air-filled vortex forms at center of outlet reducing water passage area without physically reducing outlet size.\nHYDROVEX™ TURBO FLOW REGULATOR\nFlow regulator device requiring no external energy source. High passive security through the combination of a vortex valve with high flow resistance and a low-pressure hydraulic regulating plate.\nHYDROVEX™ FLUIDMOON ADJUSTABLE KNIFE-GATE REGULATOR\nClosed loop flow control with automatic stockage release. Suitable for small flows.\nHYDROVEX® TTT THISTLE TUBE THROTTLE\nMembrane flow regulator used to maintain constant discharge from stormwater storage tanks and SBR's. Entirely static flow controllers enable easy disinfection treatment.\nHYDROVEX™ FLUIDCASCA FLOAT GATE VALVE\nFloat piloted sluice gate providing in-line storage filling for sloped sewer lines. The effect of the combined sluice gate and \"V\" shaped weir structure maximizes existing storage capacity.","domain":"hydraulic_engineering"}
{"url":"http://loaderchina.com/news/1060.html","date":"2022-12-01T03:24:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710789.95/warc/CC-MAIN-20221201021257-20221201051257-00173.warc.gz","language_score":0.9470818042755127,"token_count":185,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__270288984","lang":"en","text":"Recently, 20 XCMG excavators were working on the Ethiopian road project. The total mileage of the project is 156.589km and is expected to be completed in February 2023.\nIn order to ensure strong digging force under extreme working conditions, XCMG XE370D adopts heavy-duty strengthened working devices and reinforced chassis to improve construction reliability and stability; it is equipped with Isuzu engine and Kawasaki hydraulic system, which has strong power and greatly speeds up excavation and loading and crushing operation efficiency; the latest generation controller is applied to optimize the matching of engine power and reduce the fuel consumption of the whole machine, which is economical and durable.\n\"The project is located in a remote location and the construction environment is harsh. The presence of XCMG has greatly improved the construction efficiency of the project and saved us precious construction time!\" Mr. Liang, the project procurement manager, praised.","domain":"hydraulic_engineering"}
{"url":"http://www.agweek.com/event/contentEmail/id/18928/contentType/article/","date":"2015-07-05T17:39:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-27/segments/1435375097546.28/warc/CC-MAIN-20150627031817-00281-ip-10-179-60-89.ec2.internal.warc.gz","language_score":0.95223468542099,"token_count":69,"dump":"CC-MAIN-2015-27","global_id":"webtext-fineweb__CC-MAIN-2015-27__0__162837028","lang":"en","text":"Missouri River governors to meet with corpsST. JOSEPH, Mo. — Governors from several states along the Missouri River plan to meet with officials from the U.S. Army Corps of Engineers to discuss recent historic flooding along the river, Missouri Gov. Jay Nixon said Wednesday.\nBy: Maria Sudekum Fisher, Associated Press","domain":"hydraulic_engineering"}
{"url":"https://sbmd.org/district-a-redistricting-cip-meeting/","date":"2023-09-23T18:07:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506528.19/warc/CC-MAIN-20230923162848-20230923192848-00503.warc.gz","language_score":0.8692307472229004,"token_count":136,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__119842198","lang":"en","text":"Construction Start: Spring 2022\nConstruction Duration: 90 days\nThe Harris County Flood Control District will begin a channel maintenance project along HCFCD Unit# W167-04-00 from Chatterton Drive to approximately 3,100 feet downstream. The project will address the channel conveyance capacity issues and restore the channel back to its original design capacity.\nConstruction equipment will access the work area via N. Dairy Ashford Road and Chatterton Drive. Motorists are urged to be alert to truck traffic when passing near construction access points and along truck routes.\nFor more information, visit https://bit.ly/3tm4ead","domain":"hydraulic_engineering"}
{"url":"http://en.tjhdj.com/index.php?mod=news&act=view&cid=96&id=1092","date":"2017-03-30T22:30:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-13/segments/1490218203536.73/warc/CC-MAIN-20170322213003-00656-ip-10-233-31-227.ec2.internal.warc.gz","language_score":0.9478964805603027,"token_count":119,"dump":"CC-MAIN-2017-13","global_id":"webtext-fineweb__CC-MAIN-2017-13__0__243941863","lang":"en","text":"On July 1, the hydraulic works constructed by TDC Engineering Company for the Cilacap power plant in Indonesian officially started.\nThe project is located in the south bank of the urban area of Cilacap in Central Java of Indonesia, which is divided into breakwater works and wharf works. It is an important project along the route ofBelt and Road. The completion of the project will greatly improve the ship anchoring capacity of the plant and guarantee electricity for the region's economic development.\nCopyright Reserved © 2013 CCCC Tianjin Dredging Co.,Ltd.","domain":"hydraulic_engineering"}
{"url":"http://www.co.larimer.co.us/engineering/projects/stat177.htm","date":"2017-07-24T10:31:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-30/segments/1500549424846.81/warc/CC-MAIN-20170724102308-20170724122308-00224.warc.gz","language_score":0.9442495107650757,"token_count":132,"dump":"CC-MAIN-2017-30","global_id":"webtext-fineweb__CC-MAIN-2017-30__0__50811066","lang":"en","text":"SCOPE OF WORK\nThe project includes the replacement of this deteriorating and load posted steel bridge over the spillway between Horseshoe Reservoir and Boyd Lake on County Road 11C north of Loveland. Approximately 300 feet of roadway will be reconstructed around the bridge with the project. This project is funded through a federal bridge grant.\nProject Budget: $700,000\nThe design was revised to allow the structure to also function as a future high level outlet facility for the reservoir company. Final design is complete. Utility relocation coordination is complete. Construction bids were opened on January 9. Construction is complete.\nCONTACTRon Winne, Project Manager","domain":"hydraulic_engineering"}
{"url":"https://www.yamtrade.ltd/https:/yamtrade.ltd/wavin-osmadrain-plain-ended-pipe-6m-brown/","date":"2024-02-28T19:58:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474744.31/warc/CC-MAIN-20240228175828-20240228205828-00160.warc.gz","language_score":0.8783384561538696,"token_count":107,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__165000734","lang":"en","text":"The Wavin OsmaDrain Plain Ended Pipe is part of a surface water drainage system for use in gravity drainage applications at depths of up to 10m. The pipe is brown in colour and measures 6m x 110mm (L x Dia). The drainage water can flow freely down the pipe, without causing fluid friction on the surface, or build up of slime.\n- Robust lightweight design for ease of manual efforts\n- Quick and effortless installation\n- Manufactured from plastic for durability, strength and low-maintenance","domain":"hydraulic_engineering"}
{"url":"https://ffj67.org/government-continues-construction-of-drinking-water-facilities-at-ikn-nusantara/","date":"2022-10-01T21:52:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030336921.76/warc/CC-MAIN-20221001195125-20221001225125-00489.warc.gz","language_score":0.9396892189979553,"token_count":582,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__221954428","lang":"en","text":"The dam is intended to support water and food security as well as prepare for the relocation of the new capital which is expected to be completed in 2023\nPenajam (ANTARA) – Drinking water support facilities in Sepaku Sub-district, Penajam Paser North District, East Kalimantan continue to be constructed as part of construction requirements for the new capital of the State (IKN) Nusantara.\n“Construction works of drinking water facilities to meet the needs of IKN Nusantara are continuing,” Assistant II for Economy and Development of the Regional Secretariat of the Northern District of Penajam Paser, Ahmad Ahmad, said on Monday. Usman.\nThe construction of the dam, with a budget of Rp676.726 billion, in Sepaku sub-district continues to be spearheaded by the Ministry of Public Works and Public Housing (PUPR) and has entered the physical development phase.\nRelated News: President signs new capital construction funding settlement\nThe Sepaku-Semoi dam, comprising a dam body covering an area of 36 hectares and a flooded area of 342 hectares, has a capacity of 11.6 million cubic meters, with a water flow rate of 2,500 liters per second. , Usman revealed.\nThe areas of Sepaku sub-district that are included in the development project for the construction of the dam include the villages of Tengin Baru and Sukomulyo, while the area of Argomulyo village is affected by the development project of the dam areas. flooding of the dam.\n“The dam is intended to support water and food security as well as prepare for the relocation of the new capital which is expected to be completed in 2023,” Usman said.\nThe PUPR ministry is also constructing other supporting infrastructure for drinking water supply in Sepaku sub-district, especially the water intake and river transport pipeline network, with an area of about 14 .8 hectares and a financing of 364 billion rupees.\nRelated News: IKN Nusantara will be a modern and futuristic city: ministry\nThe water intake and river transport pipeline, with a capacity of three thousand liters per second, will be located at the border of the villages of Sepaku, Sukaraja and Bukit Raya.\n“The acquisition of land for the construction of the intake and river transport pipelines is being processed and the compensation amount is expected to be paid this year. Preparations for the physical labors have begun,” Usman remarked.\nThe construction budget to support drinking water supply in Sepaku sub-district comes from the state budget.\nRelated News: PUPR Ministry to Apply Green Infrastructure Concept at IKN Nusantara\nRelated News: MPR supports cooperation between Indonesia and South Korea","domain":"hydraulic_engineering"}
{"url":"http://subinfra.com/show/939/JKSPDCL-award-work-order-for-construction-of-the-93-MW-3X31MW-New-Ganderbal-Hydro-Power-Project-on-Sind-River-in-Central-Kashmir-on-EPC-Basis.-Estimate-cost-810-Cr.","date":"2018-09-23T00:54:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267158766.65/warc/CC-MAIN-20180923000827-20180923021227-00153.warc.gz","language_score":0.7954221367835999,"token_count":144,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__61228812","lang":"en","text":"Project ID : SUB-939\nJKSPDCL award work order for construction of the 93 MW 3X31MW New Ganderbal Hydro Power Project on Sind River in Central Kashmir on EPC Basis. Estimate cost 810 Cr.\nProject Details : The New Ganderbal is Run off the river hydro Power project on sind River a Tributary of River Jhelum. The scope of work includes planing design engineering and execution of civil and Infrastructure works as well as manufacturing assembling inspection testing and commissioning of electro Mechnical and Hydro mechanical equipments.\nEstimated cost : INR 810 Cr.\nProject Sector:Other Projects\nLocation : Jammu and Kashmir","domain":"hydraulic_engineering"}
{"url":"https://fcyhydraulics.com/high-speed-hydraulic-motor-bm7-series-products/","date":"2022-01-24T23:22:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304686.15/warc/CC-MAIN-20220124220008-20220125010008-00089.warc.gz","language_score":0.8046026825904846,"token_count":230,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__141209885","lang":"en","text":"- Advanced rotor-stator parameter design, low starting pressure, high efficiency and good retention.\n- High working pressure, high output torque.Conical roller bearing structure is adopted, which has strong bearing capacity of shaft and radial load.\n- Advanced plane flow distribution structure, make the motor flow distribution accuracy is high, wear after the automatic compensation ability is strong, ensure high volume efficiency, long life of the motor, ensure the motor speed is stable, load speed characteristics are stable.\n- Rated speed and torque refer to the output value under rated flow and pressure.\n- Continuous pressure: Max. value of operating motor continuously.\n- Intermittent pressure: Max. value of operating motor in 6 seconds per minute.\n- Peak pressure: Max. value of operating motor in 0.6 second per minute.\nCheap price China Tractor Parts Hydraulic Double Gear Pump Cbwlkg for Tractor\nFactory For China Dezhou Cheaper Hydraulic Electric Motor Price, Electric DC/AC Electric Motor for Hydraulic System","domain":"hydraulic_engineering"}
{"url":"https://soonall.com/newsview.php?image=83","date":"2023-02-08T02:59:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500671.13/warc/CC-MAIN-20230208024856-20230208054856-00676.warc.gz","language_score":0.9103910326957703,"token_count":597,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__41838730","lang":"en","text":"|NEWS IN DETAIL|\n|Sri Lanka’s largest reservoir of the multipurpose Mahaweli Project at Moragahakanda was commissioned by President Maithripala Sirisena on Monday.|\nThe project will irrigate parched dry lands in Vanni in the Northern Province on one side and Rajarata, Wayamba, Central and Eastern Provinces on the other.\nWith the commissioning of Moragahakanda-Kalu Ganga reservoir of the Kalu Ganga Dam, an increase of 64,000,000 cubic metres of water will flow from the reservoir to far flung regions including, the Vanni, Matale, Anuradhapura, Trincomalee, and Polonnaruwa.\nThe Moragahakanda Dam is a high gravity dam with a height of 65 meters. The dam has created the Moragahakanda Reservoir, which has an active storage capacity of 521,000,000 cubic meters, and is four times bigger than the gigantic Parakrama Samudraya in Polonnaruwa.\nTwo additional embankment saddle dams have been built to contain the Moragahakanda Reservoir. The reservoir of the Kalu Ganga Dam has been linked via a tunnel.\nWater from both, the Moragahakanda and Kalu Ganga reservoirs, will be primarily used to support agricultural needs in an area of at least 81,422 hectares. This would increase rice production by 81% or 109,000 tons, amounting to an estimated monetary benefit of US$1.67 million, annually.\nIn addition to the irrigation of land, water from the Moragahakanda Reservoir will be used to power the 25-megawatt Moragahakanda Hydroelectric Power Station.\nPrior to Moragahakanda, all other projects under the Mahaweli have been completed.\nThey include the Victoria Dam, located across the Mahaweli Ganga immediately upstream of the Victoria Falls rapids about 130 miles from the river mouth; the Randenigala Project, the fourth major multi-purpose project and the largest reservoir under the Accelerated Mahaweli Development Program; the Rantambe Dam and power station form the most downstream project of a cascade of reservoirs and hydro power stations on the Mahaweli Ganga in the Dumbara Valley; the Polgolla project, which carried water resources of the Mahaweli Ganga Basin; the Kotmale project, which is one of five major head works projects undertaken under the Accelerated Mahaweli Ganga scheme; and the Bowatenne Diversion Project, which lies in the northern part of the central highlands of Sri Lanka. (Colombo Gazette)","domain":"hydraulic_engineering"}
{"url":"https://www.eu4business-ebrdcreditline.ge/en/refitting-the-turbines-of-a-hydropower-station-in-georgia/","date":"2024-04-14T04:33:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816864.66/warc/CC-MAIN-20240414033458-20240414063458-00069.warc.gz","language_score":0.90865558385849,"token_count":270,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__103764827","lang":"en","text":"The hydropower station, owned by the company KCIA-94, was built in 1935 on the river Dashbashi, in the Tsalka district of Georgia. In 2012 the Dashbashi station was connected to the Tsalka substation through a new transmission line. The HPP had an installed capacity of 1.52 MW with power being generated by three hydraulic units (horizontal shaft Francis turbines and generators).\nThe old turbines did not fully utilize the hydrological resource of the Dashbashi river (3,500 l/sec) and the company started an investment project to replace one of the outdated turbines and generators, while increasing the station capacity to 3MW. One 550 kW hydraulic unit was replaced against a modern 2,125 kW unit.\nthe increase in the station’s capacity, financed through a EU4Business-EBRD Credit Line loan, increased the green and clean power generation of the old station without the need to change the diverted flow and without any change to the existing building infrastructure. Furthermore, the new turbines generate less noise and vibration levels.\n1.125 MW Horizontal shaft Francis Turbine\nAdditional green energy generation","domain":"hydraulic_engineering"}
{"url":"https://tractebel-engie.pe/es/referencias/birecik-hydropower-project","date":"2021-12-06T12:16:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363292.82/warc/CC-MAIN-20211206103243-20211206133243-00497.warc.gz","language_score":0.8495929837226868,"token_count":121,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__39343358","lang":"en","text":"The Birecik Hydropower Project is located on the Firat (Euphrates) River on the border of Urfa and Gaziantep provinces 90 kilometres downstream of the Ataturk Dam and 30 kilometres north of the Syrian border. Six vertical shaft Francis turbines, each with a capacity of 112 MW, using a gross head of 45 m provide a total capacity of 672 MW. The powerhouse and the spillway are incorporated in the dam. Two 380 kV transmission lines connect Birecik to substations at Ataturk Dam.\nWith the trusted expertise of Lahmeyer International","domain":"hydraulic_engineering"}
{"url":"http://www.termoekonomi.se/en/utbyggnad-av-fjarrkylnatet-i-sodra-stockholm/","date":"2020-10-29T08:23:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107903419.77/warc/CC-MAIN-20201029065424-20201029095424-00003.warc.gz","language_score":0.9340265989303589,"token_count":227,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__141550616","lang":"en","text":"Project: Expansion of the district cooling network.\nCommission: Design and construction management.\nClient: Fortum Värme\nFortum is continuously developing the district cooling system in Stockholm. It is already the biggest network in the world with a pipe length of 150 km.\nIn 2007 Termoekonomi received the order for design and construction management for an expansion in the south part of the network. The total distance from the existing network to the new client was 2.4 km. The route passes the well-known eco-city ”Hammarby Sjöstad”, Sickla channel and a motorway.\nThe pipes were design for a cooling capacity of 12 MW. We designed for plastic tubes (PE) with dimensions up to PE 400.\nWe used steered drilling to manage the complicated passings. Totally 700 m is realized with this technique.\nThe existing pumping capacity had to be increased to manage the extension of the network. Termoekonomi designed a new pump station with two pumps each with 110 kW motors. As for the pipes we also carried out the construction management.","domain":"hydraulic_engineering"}
{"url":"https://www.cpem.com.tw/en/product-469560/Submersible-Pumps.html","date":"2020-07-09T10:20:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655899931.31/warc/CC-MAIN-20200709100539-20200709130539-00200.warc.gz","language_score":0.912049412727356,"token_count":178,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__21547997","lang":"en","text":"The motor is constructed to lubricate by water, internal filling clean water that cannot Cause water pollution.\nQuality is reliable and durable, without complex maintenance, excellent electricity properties and high efficiency. Rugged construction will not be deformed.\nStator outer tube made of stainless steel welding, stainless steel inner lining, high insulation wire and sealed by epoxy provide high insulation, good corrosion resistance, heat radiating good, high pressure resistance for deep well.\nSuper lower suction level, is not electricity leakage.\nCentrifugal impeller design increase pump head\nTwo sets of mechanical seal and thrust bearings increase anti-wear ability and long life.\nPrecisely impeller balance calibrate by balancing machine. The pump runs smoothly and silently.\nSafety design makes pump with 24 hours continuous operation ability.\nMotor shaft directly connect to impeller for the best energy saving.","domain":"hydraulic_engineering"}
{"url":"https://www.intarcon.com/en/product/dry-cooler/","date":"2023-11-28T17:04:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679099892.46/warc/CC-MAIN-20231128151412-20231128181412-00392.warc.gz","language_score":0.7583541870117188,"token_count":205,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__48204642","lang":"en","text":"Condensation by a water circuit\nCommercial refrigeration system.\n- Technical features\nDry-coolers with built-in hydraulic group, in a low-noise construction, designed for heat dissipation of the refrigeration equipment condensation waterloop.\n- Low sound level with double acoustic insulation.\n- Tropicalised design for ambient temperature up to 45 ºC as standard.\n- Axial EC motor fans (except CWF-0 and CWF-1).\n- High efficiency water coils with copper pipes and aluminium fins.\n- Hydraulic group with variable flow electronic pump, expansion tank, security valve, filter, thermomanometers and auto-fill valve included.\n- Closed membrane expansion tank.\n- Threaded hydraulic connections.\n- Electric power panel with protection of hydraulic pump, fan motor and frequency variator (except CWF-0 and CWF-1).\n- Water coil anti-corrosion polyurethane coating.\n- Coil protection grille.","domain":"hydraulic_engineering"}
{"url":"https://www.alljobs4u.xyz/govt-signs-72mn-agreement-for-mohmand-dam-power-project/","date":"2022-09-30T00:49:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335396.92/warc/CC-MAIN-20220929225326-20220930015326-00069.warc.gz","language_score":0.9553272724151611,"token_count":131,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__173402986","lang":"en","text":"The government has signed an agreement worth $72 million for the development of the Mohmand Dam power plant, ARY News reported.\nAccording to details, the federal government has signed a contract worth $72 million for the development of the Mohmand Dam power plant with the OPEC Fund for International Development.\nThe dam would be constructed over the Swat river in the Mohmand district of Khyber Pakhtunkhwa (KPK). The dam, after completion, would be able to produce 2,862 gigawatts of electricity at a cheaper rate.\nThe dam would have a storage capacity of 1,293 million/acre.ft.","domain":"hydraulic_engineering"}
{"url":"http://acemicromatic.net/products/pss-series","date":"2018-08-20T14:42:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221216475.75/warc/CC-MAIN-20180820140847-20180820160847-00167.warc.gz","language_score":0.8930454850196838,"token_count":131,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__51030995","lang":"en","text":"PRAGATI makes Rotary Chucking Cylinders primarily for application on CNC lathes, for actuation of power chucks.\nChucking Cylinders are available “With Safety” and “Without Safety” features. “With Safety” chucking cylinders are suitable for high speed application and incorporate a check valve which prevents the chuck jaws from opening India case of hydraulic system failure during operation. It also has a built in relief valve for protection from excess pressure build up. These cylinders are available in two versions :\nClosed Centre Models : PSS 1020, 1225, 1530 & 2035","domain":"hydraulic_engineering"}
{"url":"http://intellibriefs.blogspot.com/2013/02/hydro-power-projects-race-to-tap.html","date":"2017-05-24T00:26:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-22/segments/1495463607726.24/warc/CC-MAIN-20170524001106-20170524021106-00608.warc.gz","language_score":0.9636755585670471,"token_count":266,"dump":"CC-MAIN-2017-22","global_id":"webtext-fineweb__CC-MAIN-2017-22__0__5289844","lang":"en","text":"February 09, 2013\nBrig (retd) Vinod Anand (Senior Fellow, VIF)\nFor past many years while China has been in the news for its efforts in exploiting the vast hydro power potential of Yarlung Tsangpo River of Tibet Autonomous Region India has also been attempting to tap the potential of this river known as Brahmaputra in India.\nRecent reports indicate that China has approved the construction of three new hydropower dams on the middle reaches of Yarlung Tsangpo. Work on an older 510 MW hydro project in Zangmu in Tibet had commenced way back in 2010. The capacity of the two new projects coming up at Dagu and Jiacha would be 640 MW and 320 MW respectively while the capacity of the third new dam at Jiexu is yet to be confirmed. These projects have been planned to be completed in China's 12th Five Year Plan period i.e. 2011-2017. China has, as usual, given the assurances that these are run of the river projects and in no way affect the downstream flows. In addition China has also built at least six smaller projects on tributaries of Tsangpo which again according to the Chinese would not affect waters flowing into India READ MORE\nPosted by Naxal Watch at 8:03 AM","domain":"hydraulic_engineering"}
{"url":"https://www.hs-karlsruhe.de/en/faculties/architecture-civil-engineering/research/research-institute-of-hydraulic-engineering","date":"2021-03-07T12:37:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178376467.86/warc/CC-MAIN-20210307105633-20210307135633-00382.warc.gz","language_score":0.9362806081771851,"token_count":237,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__48350501","lang":"en","text":"The Research Institute of Hydraulic Engineering (RIHE) was founded in 1973. It is equipped with three flumes of different sizes, among them one tilting flume. The capacity of the pumps allows hydraulic experiments and model tests up to a discharge of 300 l/s. Flow velocities can be measured by classic current meters as well as by 3D- ultrasonic probes (3D –ADV) and by particle image velocimetry (PIV). Water depths and pressure are measured by ultrasonic stage gauges and piezo pressure probes.\nThe research in the RIHE is mainly practically oriented. Research work model tests and field measurements were carried out i.e. on flood protection, flow resistance of flexible vegetation, flow optimization of different hydraulic structures, infiltration of pavement, hydraulic capacity of soil filters, aggradation of sediments at a gauge station. Furthermore the HRL provides demonstrations and practical training within the of civil engineering curriculum and also allows theses with experimental background. Since 2007 a virtual laboratory (ViWaLa) is incorporated in the RIHE.\nThe Research Institute of Hydraulic Engineering is part of the Faculty of Architecture and Civil Engineering.","domain":"hydraulic_engineering"}
{"url":"http://www.sycr.com/Douglas-S-Brown/?section=experience","date":"2020-08-06T15:44:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439736972.79/warc/CC-MAIN-20200806151047-20200806181047-00539.warc.gz","language_score":0.903316855430603,"token_count":122,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__4478843","lang":"en","text":"Stradling Yocca Carlson & Rauth’s public finance\ndepartment has been engaged to serve as bond counsel to the Sites Project Authority\nfor the proposed Sites Reservoir Project. The proposed Project will consist of constructing a new 1.8 million acre-foot reservoir offstream of the Sacramento River, new ancillary facilities, and integrating with the existing Tehama-Colusa Canal and Glen-Colusa Irrigation District’s main canal. The Project will also provide electrical power through both conventional hydropower and pumped-storage that can integrate with renewable energy sources.","domain":"hydraulic_engineering"}
{"url":"http://best.profilesel.download/drivers-manual+hydraulic+a+c+power+pack.php","date":"2018-10-22T10:12:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583515029.82/warc/CC-MAIN-20181022092330-20181022113830-00387.warc.gz","language_score":0.8550296425819397,"token_count":484,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__15097750","lang":"en","text":"Hydraulic Power Units - Power Packs & They have been tested for more than 1000 hours of operation and with several thousand units in daily operation. Eaton power units and systems are built with quality components and are available with. Manual Pipeline. these power units are available with options.\nHydraulic Power Pack - FMC Technologies These units feature a hh degree of accuracy and have a wide application range. Hydraulic Power Rack AC Power. Operator Reference Manual. Circulating the hydraulic fluid. the Hydraulic Power Pack. The Hydraulic System should.\nA. C. Hydraulic Power Systems - Mason Dynamics You can use the Atlas Copco power packs virtually anywhere: fitted with wheels and handles, they are easy to manuevre around building sites. Monarch A. C. Hydraulic Power Systems. or sketch of the hydraulic power pack that. Solenoid or Manual listed in the Power System.\nMini Hydraulic Power Pack, Small Hydraulic They are easy to start, the noise level is low, and when they are not in use, the power packs are small enough to be stored on shelves. Buy a mini hydraulic power pack desned to perform. Mini Hydraulic Power. for remote these small hydraulic power packs are lht and compact. Manual.\nAC Hydraulic Power Pack Module - They are also lhtweht enough that two people can lift one up and fit it in the back of a van. Models 3A0238S 3 Models AC Hydraulic Power Pack Modules The table below lists kit numbers for 230V and 400VAC hydraulic power pack modules can\nHydraulic Power Pacs Crowder Hydraulic The reliable motor, whether you choose gas, diesel or electric, supplies hydraulic power in accordance with the “Power-on-Demand” principle, the power pack runs idle until the tool begins to work. Supplies hydraulic power in accordance with the “Power-on. LP 9-20 Operators Manual LP 13-20 DEL Power Pack Parts. Atlas Copco Hydraulic/Pneumatic Tool.\nHydraulic Power Packs, Series UP The power packs are protected by a strong frame made of steel tube. Hydraulic Power Packs, Series UP; Hydraulic Power Packs. Hydraulic Power Packs. Series AC; Hydraulic Power Packs.\nManual hydraulic a c power pack:\nRating: 95 / 100\nOverall: 97 Rates","domain":"hydraulic_engineering"}
{"url":"https://www.acciona-energia.com/areas-of-activity/other-technologies/hydropower/major-projects/ip-hydroelectric-power-plant/","date":"2019-09-23T12:21:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-39/segments/1568514576355.92/warc/CC-MAIN-20190923105314-20190923131314-00225.warc.gz","language_score":0.9537484049797058,"token_count":181,"dump":"CC-MAIN-2019-39","global_id":"webtext-fineweb__CC-MAIN-2019-39__0__68895072","lang":"en","text":"A hydro plant with a capacity of 88.85 megawatts (MW) in the form of a reversible pumping station with three sets consisting of an alternator, a turbine and a pump. It can supply clean energy to more than 16,000 homes. It has two reservoirs to complete the pump-turbine circuit. The higher reservoir is a lake (the Lake of Ip) whose level has been raised through infilling with loose materials to a maximum height above foundations of 28m, a crown length of 235m and a spillway capacity of 87 m3/s. It has a capacity of 5.3 hm3 (Lake of Ip). The lower reservoir (the Canfranc counter-reservoir) has a capacity of 0.43 hm3. It has a 32.2-meter-high buttressed-wall dam located on the river Aragon.","domain":"hydraulic_engineering"}
{"url":"https://www.normet.com/product/spraymec-sf-050-d/","date":"2023-03-22T22:49:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296944452.97/warc/CC-MAIN-20230322211955-20230323001955-00098.warc.gz","language_score":0.8254209756851196,"token_count":289,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__66519594","lang":"en","text":"Spraymec SF 050 D is a diesel-hydraulic self-propelled mobile concrete sprayer for modern mining operations in small and medium size tunnels. It features a new Normet NSP 30 concrete spraying pump with maximum theoretical concrete output of 19 m³/h. Three different accelerator dosing system and concrete pumping control system configurations\nThree different accelerator dosing system and concrete pumping control system configurations gives possibility to choose best feature for purpose in question.\nBasic version is Nordoser XH with mono –style dosing pump and with manual adjustment for dosing and for concrete pumping output volume. Optional dosing system Nordoser XE comes with mono –style pump with electronically adjusted concrete output volume control and accelerator dosing is synchronised automatically with concrete output volume. High-end model Nordoser XI includes low-pulsation concrete pumping feature and electronically adjusted concrete output volume control together with synchronized accelerator dosing. All\nAll Nordoser models are available with optional low-pulsation Normet peristaltic dosing pump Normet LPP-D and additional process information display in cabin.\nNew improved cabin has more space for operator and ergonomic drivers place. New dashboard with new LCD multi-information display (MID) replaces previous separate gauges.\nImproved spraying boom SB 500 B includes strengthened steel structure, modified joints and has larger diameter hydraulic cylinders to give more power for smooth spraying operations.","domain":"hydraulic_engineering"}
{"url":"https://nkusishp.com/","date":"2022-01-20T14:26:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320301863.7/warc/CC-MAIN-20220120130236-20220120160236-00095.warc.gz","language_score":0.9180271029472351,"token_count":94,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__254521998","lang":"en","text":"The Nkusi SHP has a capacity The Nkusi SHP has a capacity to deliver 9.6MW of power to the grid. The hydropower plant has a gross head of 167m. The overall length of the water way is 905m of tunnel. The tailrace length is 256m and will discharge water into the delta to minimize environmental impact. Project Components include tunnel and penstock, weir & dam, powerhouse pier and accommodation.","domain":"hydraulic_engineering"}
{"url":"http://charter97.org/eng/news/2007/05/16/iran","date":"2013-05-23T09:51:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368703108201/warc/CC-MAIN-20130516111828-00098-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9395008087158203,"token_count":322,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__47996015","lang":"en","text":"Iran to build a hydroelectric power plant in Belarus 15:56, 16/05/2007\nBelarus and Iran are considering the opportunity of cooperation in the sphere of hydroelectric power plants construction in our country. That was reported to the BELTA correspondent by first deputy director general –chief engineer of the “Belenergo” state production company Alyaksandr Sivak.\nThe interviewee remarked that representatives of the Belenergo visited Iran in April this year where they got acquainted with the potential of the Iranian party in hydroelectric power plant construction and production of major equipment for hydroelectric and thermal power plants.\nIranian experts are ready to render assistance in designing hydroelectric power plants\nAccording to Alyaksandr Sivak, the possible cooperation on implementation of the Grodna and Polatsk hydroelectric power plants construction projects are meant here. He also emphasized that everything would be determined by the tender.\nIt is to be mentioned that by 2010 it is envisaged to construct the Grodna hydroelectric power plant of 17 Mwatt capacities on the Nioman River and Polatsk hydroelectric power plant (23 Mwatt) on the Eastern Dzvina river .The capacity of any power plant will be higher than the total capacity of all hydroelectric power plants currently functioning in Belarus.\nThe Grodna and Polatsk hydroelectric power plants construction projects are included into the state program of innovation development of Belarus for 2007-2010 years. Br 143.38 billion and Br 149.78 billion, respectively, are to be allocated for their implementation.","domain":"hydraulic_engineering"}
{"url":"https://soil.engineering/portfolio-items/mose/?portfolioCats=32%2C31%2C29%2C30","date":"2023-04-01T19:18:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296950247.65/warc/CC-MAIN-20230401191131-20230401221131-00000.warc.gz","language_score":0.8393658399581909,"token_count":164,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__125085938","lang":"en","text":"Chioggia | Italy\n2005 – 2014\nConsorzio Venezia Nuova\nGeotechnical assistance in the design of dam caissons at Chioggia mouth. Soil modelling for the design of the base caissons, mplementation of steel piles to reduce settlements and analysis of results from on-site preliminary, trial, installation tests; technical assistance during actual piles installation. Assistance in the design of an additional jet-grouted, deep seated barrier to prevent water from entering the deep excavation used for caissons construction.\nAssistance during caissons installation.","domain":"hydraulic_engineering"}
{"url":"http://www.putzmeisteramerica.com/news/press-releases/Putzmeister-Displays-Hydraulic-Diversion-Valve-Technology-at-CONEXPO-CONAGG-2005","date":"2018-04-21T04:04:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-17/segments/1524125944982.32/warc/CC-MAIN-20180421032230-20180421052230-00450.warc.gz","language_score":0.8667568564414978,"token_count":465,"dump":"CC-MAIN-2018-17","global_id":"webtext-fineweb__CC-MAIN-2018-17__0__3343627","lang":"en","text":"Putzmeister Displays Hydraulic Diversion Valve Technology at CONEXPO-CON/AGG 2005\nPutzmeister Displays Hydraulic Diversion Valve Technology at CONEXPO-CON/AGG 2005DVH 5/2 complements 34/38Z Placing System\nSTURTEVANT, Wis (March 15, 2005) – Showcasing its strengths in placing systems at this year’s CONEXPO-CON/AGG show in Las Vegas March 15-18, Putzmeister will feature its DVH 5/2 hydraulic diversion valve connected to a detach 34/38Z placing boom and BSA 14000 high pressure trailer pump.\nFacilitating easy handling of large volumes of concrete on placing boom jobs, diversion valves can be used to switch the flow of concrete between towers or, more commonly, for system blow out. Putzmeister offers three types of valves that work as part of its placing systems: DVH – Hydraulic Diversion Valves, GVH – Hydraulic Shut-Off Valves and SVH – Hydraulic Swivel Valves. Each offers multiple ports and can be mounted vertically or horizontally for optimum flexibility.\nThe DVH 5/2 shown at CONEXPO-CON/AGG is ideal for use with two or more delivery lines while handling high pressures up to 1885 psi (130 bar) without leaking. Featuring five ports and two positions, it easily adapts to job site conditions. It also enables one pipeline to be cleaned while concrete is still being conveyed through another. The valve measures 55\"L x 20\"W x 31\"H. For more complex jobs, multiple diversion valves can be utilized.\nPutzmeister also offers GVH – Hydraulic Shut-Off Valves that are pressure-resistant and absolutely leak-proof at high pressures up to 1233 psi (85 bar). The company’s SVH – Hydraulic Swivel Valves can be used as stop valves or with a diversion function and automatically equalize the height difference between the pump outlet and the pipeline on the ground.\nStrong, reliable and durable, Putzmeister valves are part of the company’s full line of proven concrete and material placement technologies.","domain":"hydraulic_engineering"}
{"url":"https://www.magneticindustry.com/hydraulic-cone-crusher.html","date":"2023-12-06T08:04:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100583.31/warc/CC-MAIN-20231206063543-20231206093543-00330.warc.gz","language_score":0.9240080118179321,"token_count":135,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__131938522","lang":"en","text":"Hydraulic cone crusher with high-efficiency and hydraulic pressure was widely used in mining, concrete factory, sandstone making, etc. The machinery's pressure resistance strength is under 350Mpa. Working Principle: Hydraulic cone crushing process is completed between the fixed cone and eccentric rotating moving cone. Horizontal axis of crusher is driven by motor through the V-belt, and drives eccentric cover by gear. Eccentric cover makes main shaft rotate to cause eccentricity. Materials enter crushing chamber through upper inlet of crusher, and are discharged out through lower outlet. Features:High crushing ration and production efficiency Low maintenance cost High quality product shape output Automatic discharging.","domain":"hydraulic_engineering"}
{"url":"http://invillapark.com/721/Second-Avenue-Combined-Sewer-Separation-","date":"2018-03-24T00:19:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257649508.48/warc/CC-MAIN-20180323235620-20180324015620-00317.warc.gz","language_score":0.8830833435058594,"token_count":184,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__184692436","lang":"en","text":"Second Avenue Combined Sewer Separation Project (Holly to Division)\nHolly Court to Division Street\nBid Opening Date:\nTentative Completion Date:\nAwarded Contract Amount:\nSewer Separation, CDBG-DR Grant\nTo lessen the frequency and severity of flooding and sewer backups by separating existing combined sewers.\nThis project consists of the separation of the existing combined sewer main on North Second Avenue from Holly Court to Division Street. A grant application is expected to be submitted for Community Development Block Grant Disaster Recovery (CDBG-DR) funding for construction.\nThe sewer separation was identified by the CBBEL flood control study.\nNone at this time.\nFebruary 3, 2017\nThe grant application to fund construction of the project will be submitted on 02/03/2017.\nJanuary 27, 2017\nA Phase II design engineering agreement has been awarded.","domain":"hydraulic_engineering"}
{"url":"https://insightonkashmir.com/2021/05/20/72-homes-58-businesses-8-9km-roads-are-being-relocated-due-to-karot-hydropower-project-in-azad-kashmir/","date":"2022-06-30T21:53:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103915196.47/warc/CC-MAIN-20220630213820-20220701003820-00265.warc.gz","language_score":0.9497876763343811,"token_count":343,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__190169653","lang":"en","text":"Rawalakot (IoK Exclusive): Photos : Social Media\nAround 72 homes, 58 businesses and a stretch of 8.9 km road are expected to be relocated due to a hydropower project being constructed on river Jhelum in Azad Kashmir.\nThe Karot Hydropower Project (KHPL), which has been constructed on River Jhelum in Azad Kashmir is due for completion in April 2022.\nThe hydropower project is worth US$1,780 million and is constructed under China Pakistan Economic Corridor (CPEC) power projects. The KHPL has notified that up to 88 percent of the work on the project has been completed.\nThe project is being constructed on a concrete gravity of 91 meters high dam with a crest length of 320 meters near the village of Gohra.\nThe dam’s reservoir will be approximately 152m cubic metres in volume, with a length of 27 kilometres.\nThe investment amounted to $1,780 million while 5,000 local people were directly employed for its construction.\nThe 720-megawatt Karot Hydropower Project was initially due to be completed in 2020. It has the capability to generate 3.249 billion units of clean electricity per year for the national grid.\nAccording to local people the completion of hydropower projects in Azad Kashmir under CPEC will significantly change the economic life of the people of the state.\nAzad Kashmir President Masood Khan recently visited the under-construction project and during a press briefing at the China Three Gorges South Asia Investment (Pvt) said that energy project will not only address energy crisis, but also bring socio-economic prosperity.","domain":"hydraulic_engineering"}
{"url":"https://thermalscience.vinca.rs/1998/1/6","date":"2023-12-11T08:51:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679103810.88/warc/CC-MAIN-20231211080606-20231211110606-00872.warc.gz","language_score":0.8955320119857788,"token_count":291,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__47655848","lang":"en","text":"International Scientific Journal\n3D MODELLING OF THE WWER 440 HORIZONTAL STEAM GENERATOR\nA three-dimensional thermal-hydraulic model and a numerical procedure for the simulation and analysis of steady-state as well as transient operation of horizontal steam generators are presented. The two-fluid\nmodelling approach is applied for the two-phase flow on the shell side of the steam generator. The model is solved by the SIMPLE numerical procedure, which has been adjusted for the multiphase flow conditions.\nThe operation of the horizontal steam generator in the WWER 440 nuclear power plant has been simulated at the full load, steady-state condition. Presented results are compared with the data measured at the\nNPP Novovoronezh. The agreement is good. Obtained results can be used in plant design or retrofitting, in nuclear power plant safety analyses and as improvement of existing one- dimensional thermal-hydraulics\nmodels of the horizontal steam generator which are assessed by system codes used for the nuclear power plant safety analyses.\nPAPER SUBMITTED: 1998-11-25\nPAPER REVISED: 1999-01-15\nPAPER ACCEPTED: 1999-02-26\nPUBLISHED ONLINE: 2020-09-20\n, VOLUME 2\n, ISSUE Issue 1\n, PAGES [103 - 122]","domain":"hydraulic_engineering"}
{"url":"https://odishatour.in/chipilima-hydro-electric-project-sambalpur/","date":"2024-02-25T04:17:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474581.68/warc/CC-MAIN-20240225035809-20240225065809-00484.warc.gz","language_score":0.9447022080421448,"token_count":292,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__97411949","lang":"en","text":"Chiplima Hydro Electric Project is located on the right side bank of the river Mahanadi and 38 km distance from Sambalpur town. The 80 ft high natural fall on the river Mahanadi has been used as the second Hydroelectric project of the Hirakud dam. It is also a religious place for the goddess Maa Ghanteshwari and the presiding deity of the locality.\nThe multi-purpose Hirakud Dam across the river Mahanadi was constructed for flood control, irrigation and power generation. Hirakud Dam is a composite structure of earth, concrete and masonry. The main dam having an overall length of 4.8 km spans between hills Laxmi-Dungri on the left and Chandli-Dunguri on the right. The dam is flanked by 21 km long earthen dykes, both on the left and right sides to close the low saddles beyond the abutment hills.\nIt has the distinction of being at one time the longest earthen dam in the world, being 25.8 km long with dams and dykes taken together. It also has the rare distinction of forming the biggest artificial lake in Asia with a reservoir spread of 743 sq km at the full reservoir level. Hirakud dam intercepts 83400 sq. km of Mahanadi catchments. Chiplima is one of the popular attraction places in Sambalpur district. Source","domain":"hydraulic_engineering"}
{"url":"https://www.griffins.ie/shop/automotive/service-tools/brake-service-tools/brake-clutch-bleeding-system/","date":"2023-09-22T17:45:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506421.14/warc/CC-MAIN-20230922170343-20230922200343-00458.warc.gz","language_score":0.8764595985412598,"token_count":92,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__51631503","lang":"en","text":"• One-person brake and clutch bleeding the professional way. Bleeding requires no external power source – simply fill and pump.\n• Reservoir holds 2.5L of hydraulic fluid – flush the entire system with one fill, without the risk of running the reservoir dry.\n• Pressure range makes unit suitable for use with ABS systems.\n• Fitted with Ø45mm cap with 90° angled connector which is suitable for most European models","domain":"hydraulic_engineering"}
{"url":"http://www.mdhydraulic.com/hydraulic-power-pack-4038449.html","date":"2019-11-15T15:57:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-47/segments/1573496668682.16/warc/CC-MAIN-20191115144109-20191115172109-00427.warc.gz","language_score":0.9187601804733276,"token_count":105,"dump":"CC-MAIN-2019-47","global_id":"webtext-fineweb__CC-MAIN-2019-47__0__14291853","lang":"en","text":"Hydraulic Power Pack\nWe offer Hydraulic Power Pack which is perfect to be used in construction sites, petroleum, food processing, pharmaceutical and other industries. This power pack is perfect for providing power to the hydraulic machines. Also, our provided equipment is available in customized models and sizes as per the requirements of our valued clients. It is equipped with low pulsation gears for offering quiet and smooth flow. Works at high pressure, this pack requires less maintenance. Additionally, Hydraulic Power Pack has excellent heat dissipation property.","domain":"hydraulic_engineering"}
{"url":"https://brentwoodmo.org/CivicAlerts.aspx?AID=1335&ARC=1920","date":"2023-12-07T01:10:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100626.1/warc/CC-MAIN-20231206230347-20231207020347-00769.warc.gz","language_score":0.8469418287277222,"token_count":94,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__80831156","lang":"en","text":"News Flash Home\nThe original item was published from 3/19/2019 9:28:31 AM to 3/19/2019 9:29:35 AM.\nPosted on: March 19, 2019\n[ARCHIVED] Deer Creek Flood Mitigation\nThe Deer Creek Flood Mitigation project includes the planning, design and construction of improvements to the Deer Creek channel and floodplain to alleviate ongoing flooding problems and protect properties from frequent flooding.\nWatch the Video","domain":"hydraulic_engineering"}
{"url":"http://portlandprf.com/2688/Munjoy-Hill-Stormwater-Outfall-project","date":"2022-06-28T00:10:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103344783.24/warc/CC-MAIN-20220627225823-20220628015823-00217.warc.gz","language_score":0.9147682785987854,"token_count":241,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__39032620","lang":"en","text":"December 15, 2020: The Munjoy Stormwater outfall project was completed in conjunction with the Thames Street Extension Project in 2019. The project installed a 60\" storm drain outfall line from the seawall at the edge of the new Amethyst Lot park up to Fore Street through the new roadway constructed as part of the adjacent development projects. The project installed 540 linear feet of new 60\" storm drain pipe.\nThe total cost of this project for the roadway extension and the new storm drain system came in at $2,300,000.00.\nThe new storm drain system will allow DPW to install a new separated storm drain system in Fore Street/Eastern Prom from the 100 Fore Street development driveway to Morning Street. The new separated storm drain system will help reduce combined sewer overflows at CSO location # 23-India Street, which discharges CSO flows adjacent to the Ocean Gateway Marine Terminal. This next phase of the project is currently under design. Funding for this next phase of the work is being requested as part of this year's Capital Improvement funding Request. If funded, it is anticipated that the Fore Street - Eastern Promenade Sewer Separation project will commence in 2021.","domain":"hydraulic_engineering"}
{"url":"http://fcets.co.za/BackPressureRegulator.html","date":"2018-05-20T17:07:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-22/segments/1526794863626.14/warc/CC-MAIN-20180520151124-20180520171124-00354.warc.gz","language_score":0.9126754999160767,"token_count":170,"dump":"CC-MAIN-2018-22","global_id":"webtext-fineweb__CC-MAIN-2018-22__0__203248462","lang":"en","text":"Back Pressure Regulators work differently than standard, or pressure reducing regulators,\nand it is important to know the difference.\nPressure reducing regulators reduce a higher supply pressure at\nthe inlet down to a regulated lower pressure at the outlet (downstream).\nBack Pressure Regulators work the opposite way. They regulate the higher\ninlet (upstream) pressure by opening up only as much as necessary to hold\nback the desired pressure at the inlet (upstream).\nBack Pressure Regulators work just like relief valves, but the emphasis is on steady\nstate pressure control instead of on/off pressure protection.\nBack pressure regulators are also similar to back pressure valves,\nthough the term \"valve\" implies a different control mechanism.\nBack Pressure Regulators\nFCE Technical Services provide the industries best Back Pressure Regulators","domain":"hydraulic_engineering"}
{"url":"https://avasarequity.com/him-prabhat/","date":"2024-04-14T20:20:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816893.9/warc/CC-MAIN-20240414192536-20240414222536-00611.warc.gz","language_score":0.955385148525238,"token_count":142,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__61214382","lang":"en","text":"Him Parbat Hydropower Limited (HPHL) is a hydropower project development company established with the objective of developing, building, and operating hydroelectric projects in Nepal. HPHL is currently developing two hydropower projects with a combined capacity of 25.5 MW in Sagu Khola of Dolakha district. Power generated from both projects will be evacuated through the operational NEA’s Singati Substation . The Power Purchase Agreement (PPA) between the company and Nepal Electricity Authority (NEA) had been concluded on a take-or-pay basis for both projects. The extended RCOD for both projects is on 30 Chaitra 2081 B.S.","domain":"hydraulic_engineering"}
{"url":"http://chinadogo.cn/jamari9275","date":"2019-09-23T01:04:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-39/segments/1568514575844.94/warc/CC-MAIN-20190923002147-20190923024147-00424.warc.gz","language_score":0.9250189661979675,"token_count":139,"dump":"CC-MAIN-2019-39","global_id":"webtext-fineweb__CC-MAIN-2019-39__0__171919726","lang":"en","text":"Kurnool: With the increase of the floodwater, the authorities have lifted the ten gates of Srisailam reservoir. The water inflow at the dam is 7.89 lakh cusecs, and outflow is 8.52 lakh cusecs. The reservoirs total storage capacity is 215 TMCs. At present, the water has reached 196.5 TMC, and the water level went up to 881.6 ft as against the full reservoir level of 885 ft.\nthepriority Theme Single Post Text Area\nUse this area to highlight something important you want to draw your visitors attention to, or just remove it in the Customize area in the backend.","domain":"hydraulic_engineering"}
{"url":"https://ashleyvance.com/project/morro-bay-water-reclamation-facility/","date":"2023-09-26T04:54:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510149.21/warc/CC-MAIN-20230926043538-20230926073538-00340.warc.gz","language_score":0.9162529706954956,"token_count":190,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__165833058","lang":"en","text":"Morro Bay Water Reclamation Facility\nAshley & Vance Engineering provided structural and civil engineering services from design through construction under City, State, and California Coastal Commission requirements for this project with a $126 million project budget. Designs include below ground concrete structures and extensive concrete foundations for tanks, mechanical equipment, and pre-engineered metal buildings (PEMBs). Civil engineering included hydraulic calculations for stormwater management onsite. This project includes a new one million gallon-per-day advanced treatment facility, two new lift stations, approximately 3.5 miles of pipelines, and wells to inject the purified water into the groundwater aquifer. In total, this complex design is the City of Morro Bay’s largest infrastructure project to date.\n- New one million gallon per day advanced treatment facility\n- Two new lift stations\n- Approximately 3.5 miles of pipelines\n- Wells to inject the purified water into the groundwater aquifer","domain":"hydraulic_engineering"}
{"url":"https://projectreporter.co.in/prnews.aspx?nid=6559","date":"2020-02-24T05:13:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875145897.19/warc/CC-MAIN-20200224040929-20200224070929-00479.warc.gz","language_score":0.8816933035850525,"token_count":119,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__68633382","lang":"en","text":"The Government of Telangana plans to construct a dam across Godavari river in Jayashankar Bhupalapally district of Telangana. The P V Narasimha Rao Kanthanapally Sujala Sravanthi Project (PVNRKSSP) involves the construction of 23 metre high and 1,132 metre long dam across Godavari river at am estimated cost of Rs 2,121 crore. Around 674.18 hectare land is required. The environment clearance is received for the project.\n*Image used is for illustration purpose only.","domain":"hydraulic_engineering"}
{"url":"https://blog.vogtpumps.com/2023/09/05/successful-cases-recovered-water-tailings-dam-codelco/","date":"2023-11-29T17:39:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100135.11/warc/CC-MAIN-20231129173017-20231129203017-00477.warc.gz","language_score":0.9449737071990967,"token_count":185,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__49846426","lang":"en","text":"We participated in the seventh stage of the capacity expansion of the Talabre dam, Chuquicamata in Chile, one of the largest tailings dams in the world, with a perimeter of more than 52 km. The project included floating pumps distributed in the northern and southern tailings dams.\nThis project had a particular complexity, as it is a very dynamic dam that constantly changes its depth level, which required the development of a floating pumping system according to the technical requirements of the client.\nIn addition, we were part of the project to increase the storage capacity of the Talabre tailings dam phase VIII, with the objective of sustaining the sulfide ore business.\nThe main works of the project were: modification of the current gravity transport system and tailings deposition, modification of the current recovery system and recirculation of clear water from the tailings dam to the concentrator plant, to mention a few.","domain":"hydraulic_engineering"}
{"url":"https://goulds.com/red-jacket/red-jacket-wastewater/effluent-pumps/2ep-submersible-effluent-pump/","date":"2021-04-21T13:36:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618039544239.84/warc/CC-MAIN-20210421130234-20210421160234-00263.warc.gz","language_score":0.6976140737533569,"token_count":89,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__27316282","lang":"en","text":"2EP Submersible Effluent Pump\nFeatures and Benefits\nCast iron, semi-open, non-clog impeller with pump out vanes for mechanical seal protection.\nCast iron volute type casing for maximum efficiency.\nSilicon carbide vs. silicon carbide seal faces.\nStainless steel corrosion resistant shaft. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation.","domain":"hydraulic_engineering"}
{"url":"https://www.igema.com/en/products/liquid-control/mechanical-level-control/transparent-level-gauges/transparent-level-gauge-tg200","date":"2022-10-07T02:53:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337906.7/warc/CC-MAIN-20221007014029-20221007044029-00441.warc.gz","language_score":0.8392898440361023,"token_count":83,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__196528325","lang":"en","text":"Application and function\nThe transparent level gauge is a direct water level gauge with illumination which can be used for steam generators.\nIn the sight opening, the water level is visible at the interface between water level and steam. The product corresponds to the EU 2014/68/EU.\nApplied standards as per EN 13445 / EN 12952 / EN 12953 / AD 2000 or ASME-Boiler.","domain":"hydraulic_engineering"}
{"url":"https://coatesheater.com/heaters/export/phs-6/","date":"2023-09-25T17:42:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233509023.57/warc/CC-MAIN-20230925151539-20230925181539-00471.warc.gz","language_score":0.7904608249664307,"token_count":190,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__41060390","lang":"en","text":"These large capacity pool and spa heaters feature a built-in flow switch to prevent operation when there is no water flow and allow operation at flow rates between 115LPM and 300LPM.\nFor applications inside the U.S. please reference our domestic models.\n- Incoloy heating elements\n- Digital thermostat\n- Manual reset high temp limit\n- Flow switch\n- 2″ (50mm) male NPT connections\n- Heavy duty contactors\n- Stainless steel tank\n- Element, flow and high temp “on” lights\n718mm L x 387mm W x 387mm H (46.7 kg)\n28”L x 15”W x 15”H (103 lbs)\nMin Flow Rate: 30 GPM\nMax Flow Rate: 80 GPM","domain":"hydraulic_engineering"}
{"url":"https://www.econosto.fi/en/products/soft-sealing-gate-valve/","date":"2024-02-21T06:08:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473370.18/warc/CC-MAIN-20240221034447-20240221064447-00588.warc.gz","language_score":0.9164126515388489,"token_count":98,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__9312188","lang":"en","text":"Soft sealing gate valve\nSoft sealing gate valve is suitable for municipal engineering and to industries whose medium is sewage or clean water. Soft sealing gate valve is ideal in for example water plant’s pipelines where the pressure is low and the valve has to handle small amount of impurities. Additional extension spindle enables the usage in underground pipelines also.\nOur selection of soft sealing gate valves are suitable to use for example with water and sewage. Soft sealing gate valves are available in different sizes.","domain":"hydraulic_engineering"}
{"url":"https://tk-ines.ru/products/gidravlicheskoe-oborudovanie/gidravlicheskie-raspredeliteli/p120","date":"2019-02-17T11:44:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247481992.39/warc/CC-MAIN-20190217111746-20190217133746-00419.warc.gz","language_score":0.774074137210846,"token_count":161,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__40816239","lang":"en","text":"The hydraulic distributor Р120 is used for switching on/off and controlling of the working fluid between head flow generators (hydraulic pumps), head flow consumers (hydraulic cylinders, motors, etc.), and the tanks of hydraulic systems of mobile machines (electrical and diesel forklifts, excavators, auto-cranes, etc.).\nThe hydraulic distributor Р120 is a mono-block type with manual control. The body is made of cast iron EN-GJL300, and the spools are made of carburized steel with hard chrome plating\nУстанавливается с помощью 3х болтов М10.","domain":"hydraulic_engineering"}
{"url":"https://www.groundedgroup.com.au/projects/illuka-admin-workshop-warehouse","date":"2024-04-14T04:43:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816864.66/warc/CC-MAIN-20240414033458-20240414063458-00739.warc.gz","language_score":0.9358134269714355,"token_count":122,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__30837155","lang":"en","text":"In addition to the processing and camp infrastructure for the Iluka Resources Dandaragan project, Grounded were requested to build administration, storage and wastage facilities. The scope of works included:\n- Design, construct and refurbishment of the site infrastructure area and utilities, including service connection and commissioning.\n- Stormwater drainage design to local council regulatory requirements for the proposed impervious areas including ground level, end of line civil storage & connection points for hydraulic consultant’s roof drainage design\n- Non-destructive overland flood route design for the site drainage system as per relevant Australian standards","domain":"hydraulic_engineering"}
{"url":"https://media.greenpeace.org/archive/Belo-Monte-Dam-Construction-in-Para-State-27MZIFVZQE1T.html","date":"2022-06-27T21:51:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103341778.23/warc/CC-MAIN-20220627195131-20220627225131-00677.warc.gz","language_score":0.8037467002868652,"token_count":461,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__65994824","lang":"en","text":"Permalink: https://media.greenpeace.org/archive/Belo-Monte-Dam-Construction-in-Para-State-27MZIFVZQE1T.htmlConceptually similarBelo Monte Dam Construction in Para StateGP04WZDCompleted★★★★Belo Monte Dam Construction in Para StateGP04WZECompleted★★★★Belo Monte Dam Construction in Para StateGP04WZFCompleted★★★★★★Belo Monte Dam Construction in Para StateGP04WZGCompleted★★★★Belo Monte Dam Construction in Para StateGP04WZHCompleted★★★★Belo Monte Dam Construction in Para StateGP04WZICompleted★★★★Belo Monte Dam Construction in Para StateGP04WZJCompleted★★★★Belo Monte Dam Construction in Para StateGP04WZKCompleted★★★★Belo Monte Dam Construction in Para StateGP04WZMCompleted★★★★View AllGP04WZLBelo Monte Dam Construction in Para StateAerial view of the Belo Monte Dam construction site. Belo Monte is a controversial hydropower plant that is being built in the Xingu River, one of the largest rivers in the Amazon basin. For 20 years indigenous groups, rural communities and environmentalists have fought against the construction.Locations:Amazon-Brazil-Pará-South AmericaDate:17 Sep, 2013Credit:© Daniel Beltrá / GreenpeaceMaximum size:7360px X 4912pxKeywords:Aerial view-Belo Monte Dam-Construction-Construction sites-Day-Deforestation-Forests (campaign title)-Hydroelectric power stations-KWCI (GPI)-Outdoors-TrucksShoot:Pará State Aerial DocumentationAerial photographs taken on several flights to document deforestation and forest beauty throughout the northern area of Pará State, Brazil. Includes construction of the controversial Belo Monte Dam project, and areas where three large dams are also to be built on the Tapajos River. In addition, Greenpeace is in the area to witness the \"Cachoeira Seca\" (Dry Waterfall) Indigenous land, where illegal logging and land grabbing has been occurring.","domain":"hydraulic_engineering"}
{"url":"https://businessmagazine.xyz/jagan-visits-polavaram-says-water-will-be-supplied-for-2022-kharif/","date":"2021-01-18T17:42:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703515075.32/warc/CC-MAIN-20210118154332-20210118184332-00673.warc.gz","language_score":0.9580979347229004,"token_count":311,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__11304933","lang":"en","text":"Andhra Pradesh Chief Minister YS Jagan Mohan Reddy conducted an aerial and physical survey of the Polavaram project construction site and took stock of the work in progress besides holding a review meeting on construction and rehabilitation works.\nThe Chief Minister walked on the spillway gallery and examined the ongoing works of the spillway. After the Irrigation Department officials and representatives of project contractor explained the progress of the works, and a review meeting, the Chief Minister said water will be released from Polavaram for Kharif 2022.\nHe said, “there is no change in the height of the dam. The rehabilitation works will be taken up on priority basis. Initially, the rehabilitation works with an estimated cost of Rs 3,330 crore will be started in flood prone areas when water storage is at 41.5 metre. Later, the storage capacity will be increased in a phased manner to 45.72 metre.”\nThe officials said the rehabilitation works would be completed by February-March 2021 and the project works by December 2021. Any minor pending works will be completed in two or three months and water can be released for Kharif 2022.\nHe instructed the officials to complete the works of spillway and spill channel by May 2021 as Godavari will be flooded again from June.\n“At the same time take steps to fill the gaps in the cofferdam so that the works of main dam will be done swiftly,” he said and added that the hydroelectric project works should also be continued simultaneously.","domain":"hydraulic_engineering"}
{"url":"https://mississippiriver.natgeotourism.com/content/upper-st-anthony-falls-lock-and-dam/mspf7e4b2aad110eac60","date":"2018-12-14T09:02:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-51/segments/1544376825495.60/warc/CC-MAIN-20181214070839-20181214092339-00254.warc.gz","language_score":0.9379189014434814,"token_count":165,"dump":"CC-MAIN-2018-51","global_id":"webtext-fineweb__CC-MAIN-2018-51__0__167672791","lang":"en","text":"The dream of traveling north of St. Anthony Falls on the Mississippi River was made possible when Congress approved the Upper Minneapolis Harbor Development Project in 1937. This project included the construction of the Upper St. Anthony Falls Lock and Dam that was completed in 1963.\nWith a lift of 49 feet, the lock at St. Anthony Falls accounts for more than 10% of the total height change of the Mississippi River between the Twin Cities and St. Louis, MO. The Army Corps of Engineers also operates an observatory on this site. This Lock and Dam along with the Lower St. Anthony Falls Lock and Dam allow navigation to the head of the Mississippi River's 9-foot channel and spans the remnants of the Mississippi River's only waterfall.\nThe Upper St. Anthony Falls Lock and Dam offers tours of the facilities to scheduled groups.","domain":"hydraulic_engineering"}
{"url":"http://www.wxjiebo.cc/digital-display-hydraulic-universal-testing-machine.html","date":"2022-08-17T09:44:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882572898.29/warc/CC-MAIN-20220817092402-20220817122402-00118.warc.gz","language_score":0.8837519884109497,"token_count":121,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__130656089","lang":"en","text":"This series of products are mainly used for metal, non-metallic materials, tensile, compression, bending, shear, peel, tear and other mechanical properties test. The model is a high strength double space frame structure, cylinder using gap seal, spherical bearing support, the next set structure, tension and pressure spacing can be automatically adjusted, hydraulic automatic fixture, set manual control. The control unit is completed by hydraulic system, the test data is collected and analyzed by computer. It can be accessed, and the data and curve can be obtained. The mechanical properties of the materials can be obtained automatically.","domain":"hydraulic_engineering"}
{"url":"https://johnholland.co.nz/our-projects/kidston-pumped-storage-hydro-project/","date":"2022-05-26T10:54:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662604794.68/warc/CC-MAIN-20220526100301-20220526130301-00682.warc.gz","language_score":0.9197344779968262,"token_count":210,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__118014215","lang":"en","text":"Kidston Pumped Storage Hydro Project\nJohn Holland is to deliver the Kidston Pumped Storage Hydro Project in Far North Queensland, an innovative project that involves the world-first conversion of a disused gold mine into a pumped storage hydroelectric power generation facility.\nWith delivery partners McConnell Dowell, John Holland will work on the first-of-its-kind natural battery storage facility that has the potential to generate up to 250 MW of rapid response, flexible power to Australia’s National Electricity Market.\nThe project will create 800 jobs and will be a gamechanger for the clean energy industry worldwide as it is an entirely new approach to large-scale energy storage.\nThe project is being led by Genex Power and along with requiring the conversion of two existing mine pits into reservoirs, involves the construction of significant underground infrastructure including a large powerhouse cavern and waterway shafts and tunnels to allow the transfer of water between the upper and lower reservoirs to generate power during peak periods and return water back to the upper reservoir during off peak periods.","domain":"hydraulic_engineering"}
{"url":"http://mancherialcity.com/kadem-dam.html","date":"2019-03-22T06:53:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912202635.43/warc/CC-MAIN-20190322054710-20190322080710-00408.warc.gz","language_score":0.7573360800743103,"token_count":378,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__93753027","lang":"en","text":"Kadem DamThirupathi Botla\nThe Kaddam Project is an existing major project across river Kaddam, a tributory of Godavari near Peddur(V), Kaddam(M),Adilabad District, Telangan Region, AP, India. The project is envisaged to irrigate an ayacut of 68,000 Ac.Khariff. The Kaddam Project has been integrated with Sriramasagar Project. The reservoir being supplemented through Sriramasagar Project, Saraswathi Canal to stabilize the localized ayacut.\nKadem Project Deatails\n- Year of completion: 1964\n- Height of Dam (Above deepest F.L.): 35.70M\n- Height of Dam (Above lowest Bed Level): 30.70M\n- Impounding capacity at F.R.L: 7603 Mcft\n- Top of dam: + 215.70M (708ft)\n- Max. Water level: + 213.21M ( 700ft)\n- Full reservoir level: + 213.21M ( 700ft)\n- Dead storage capacity: 78.70 M.cum\n- Length of the Dam (at Crest ) in Meters: 378M\n- Type, Number and Size of Spillway gates: Vertical/total-18 Gates ,9Nos 18.30×6.30M,9 Nos 18.30×4.60M\n- Ellampalli Project on Ellampalli at Mancherial.\n- Vattivagu Project on Vattivagu\n- Satnalavagu project on Rallavagu\n- Chelamalavagu project on Chelamalavagu at Ekkapally village.\n- Gudem (Satyanarayana swamy, Ayyappa temples)","domain":"hydraulic_engineering"}
{"url":"https://sulteng.antaranews.com/berita/24857/plta-poso-i-to-come-on-stream-in-2018","date":"2019-12-16T10:07:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575541319511.97/warc/CC-MAIN-20191216093448-20191216121448-00364.warc.gz","language_score":0.9818801879882812,"token_count":164,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__128644313","lang":"en","text":"\"Construction of the power plant with a capacity of 4x30 megawatts is expected to be completed in two years,\" Mustakim, the manager of the contractor PT. Poso Energy,said here on Monday.\nThe new unit would be built by phases with the first phase to have a capacity of 2x30MW . Construction of the first phase would include a dam upstream.\nThe project, which is estimated to cost Rp2 trillion is not far from PLTA Poso`s older unit which has been operational since 2013. of the plant\nMustakim said the dam would control water supply in that area in addition to feeding the power plant including the old unit.\nThe old unit built at a cost of Rp3.5 trillion has a capacity of 3 X 65 megawatts.","domain":"hydraulic_engineering"}
{"url":"http://www.micoelevators.com/hydraulic-piston-power-pack-supplier-in-mumbai.php","date":"2019-10-17T08:46:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986673250.23/warc/CC-MAIN-20191017073050-20191017100550-00079.warc.gz","language_score":0.7538846731185913,"token_count":109,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__26011714","lang":"en","text":"Hydraulic Piston Power Pack Supplier\n- Indirect (roped), direct side or central underground acting piston.\n- Telescopic pistons of 2,3 and 4 stages.\n- Single phase motor powers rangg from 0.75 to 6 KW.\n- 3- phase motor power ranging from 0.75 to 75 KW.\n- Home lift power units with tank capacity of 38 to 55 litres of working oil.\n- Elevator power units with tank capacity of 95 to 530 litres of working oil.","domain":"hydraulic_engineering"}
{"url":"https://www.popularengg.com/pumps_kirloskar_DV_Vacuum_Pump_Coupled_Set.php","date":"2021-06-21T10:11:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623488269939.53/warc/CC-MAIN-20210621085922-20210621115922-00619.warc.gz","language_score":0.9638425707817078,"token_count":83,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__196400671","lang":"en","text":"These pumps have replaceable wearing parts. Rotors in such types of pumps are outwardly bent with a multi blade design held on shaft by shaft sleeve nuts. These pumps are designed with deep stuffing box for better sealing. These pumps come with sturdy casing, provided with foot, suction and delivery nozzles. Widely used in priming of large pumps, extrusion machines, printing machines and so on.","domain":"hydraulic_engineering"}
{"url":"http://highlandersecoresort.lk/loc6.php","date":"2021-10-16T02:37:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323583408.93/warc/CC-MAIN-20211016013436-20211016043436-00444.warc.gz","language_score":0.9687513709068298,"token_count":1222,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__243192150","lang":"en","text":"Samanala wewa reservoir\nThe Samanala Dam (Sinhala: සමනලවැව වේල්ල) is a dam primarily used for hydroelectric power generation in Sri Lanka. Commissioned in 1992, the Samanalawewa Project (Samanala Reservoir Project) is the third-largest hydroelectric scheme in the country, producing 405 GWh of energy annually. It was built with financial support from Japan and the United Kingdom. It is notable for a large leak on its right bank. Power production continues as planned despite the leakage, and the water from the leak now provides two thirds of the water issued by the reservoir for agriculture in downstream areas.\nThe Samanala Dam is located in the Uda Walawe basin. It was built at the confluence of the Walawe river and the Belihul Oya, a location 400 metres (1,300 ft) above mean sea level. It is near the town of Balangoda and 160 kilometres (99 mi) southeast of Colombo, the capital. The ground of the project area is karstic.\nBackground and development\nWith the Mahaweli and Laxapana hydroelectric power projects implemented, the demand for electricity in Sri Lanka rapidly increased. When it became clear that it would not be possible to meet the demand with coal-fired power plants, the government of Sri Lanka decided to initiate another hydroelectric power project. A reservoir type hydroelectric power plant was planned to be constructed across the Walawe river, which would address the shortage of electricity in the country. Detailed investigations for a hydroelectric power plant in this area have been carried out since 1958, but the scheme was initiated only in 1986. The financing for the project was given by the governments of Japan and the United Kingdom.\nSir Alexander Gibb & Partners did the design work and Balfour Beatty were the contracts to lay roads, drive a tunnel and build the power station.\nThe cost of the project was estimated to be 60,176 million yen, but with the remedial measures taken to control the leak, the cost increased to 74,313 million yen. The Samanalawewa power plant was commissioned in 1992. The Samanalawewa project is the second largest hydroelectric scheme in Sri Lanka after the Mahaweli project.\nDam, reservoir and the power station\nThe Samanala Dam is 110 metres (360 ft) in height and has a length of 530 metres (1,740 ft) at crest level. The volume of the dam is about 4,500,000 cubic metres (160,000,000 cu ft). Rainfall in the area has an annual average of 2,867 millimetres (112.9 in), and the catchment area is 372 square kilometres (144 sq mi). The dam is of rock fill, central earth core type. The spillway of the dam has three gates, each 14 metres (46 ft) high and 11 metres (36 ft) wide. It can discharge water at a rate of 3,600 cubic metres (130,000 cu ft) per second. Its tunnel is 4.5 metres (15 ft) in diameter and 5,159 metres (16,926 ft) in length.\nThe reservoir created by the dam has a total live storage capacity of 218,000,000 cubic metres (7.7×109 cu ft). Its gross storage capacity is 278,000,000 cubic metres (9.8×109 cu ft), of which 60,000,000 cubic metres (2.1×109 cu ft) is dead storage. The reservoir's full supply level is 460 metres (1,510 ft) above main sea level, and the reservoir spreads 8 kilometres (5.0 mi) upstream at this level. The reservoir is u-shaped. It covers an area of 897 ha. However, with the water leakage the water level was reduced to 430 metres (1,410 ft). It is one of the largest reservoirs in Sri Lanka.\nThe power house contains two Francis turbines, each with a capacity of 62 MW, and generates 405 GWh of energy annually. The powerplant is managed by the Ceylon Electricity Board.\nA permeable area of ground was found during the construction of the dam in 1988. Curtain grouting was used in an effort to remedy this. However, as the reservoir was being filled, a large leak occurred on the side of the right bank, about 300 metres (980 ft) downstream from the dam, causing a landslip. Subsequent measures taken to control the leakage were largely ineffective. The leakage of approximately 2,100 litres (460 imp gal) per second continues, but has not affected power production at the plant, which has been in full operation since its commissioning in 1992.\nThe leak is constantly monitored. If the leak remains stable and does not increase further, it does not pose a threat to the sustainability of the project. The karstic ground has created complex geological conditions, and as a result the exact mechanism of the leak cannot be established, so remedial measures have been unsuccessful.\nThe project was planned as a single purpose hydropower project. Therefore, the effects on the agriculture and the environment of the area were taken into consideration very little during the development. Although an irrigational release valve (IRV) is there in the dam to supply water to the farmlands in the downstream areas, the yield and cultivable acreage has declined since the Samanalawewa project was commissioned.\nHowever, the necessity to constantly release water for agriculture in the downstream areas was reduced due to the leak. Of the water released from the Samanala Dam for agriculture in the downstream areas, two-thirds is from the leak and only one-third has to be supplied via the IRV.","domain":"hydraulic_engineering"}
{"url":"https://www.smjohn.com/article/ice-harbor-dam-located-northeast-of-the-town","date":"2018-12-19T07:01:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-51/segments/1544376831715.98/warc/CC-MAIN-20181219065932-20181219091932-00171.warc.gz","language_score":0.9185726642608643,"token_count":166,"dump":"CC-MAIN-2018-51","global_id":"webtext-fineweb__CC-MAIN-2018-51__0__88456404","lang":"en","text":"Generating capacity is 603 megawatts with an overload capacity. Dam system Ice Harbor Dam is part of the Columbia River Basin system. The Lake stretches to the base of Lower, Monumental Dam. The Wallula Channel formed from the backup of Snake River. The Snake River is the principal tributary, the Columbia River. The Lower Snake River Project features four locks, dams. The project including recreational facilities, maintains four habitat management areas developed four recreation areas. The work includes structural modifications, the turbine Draft tube exits. Spillway weir was installed to improve passage conditions for juvenile salmon in 2005. Modifications included a lamprey fish ladder Entrance weir, lamprey passage structures. Ice Harbor recreation areas hosted than more 345,000 visits.\nLocated northeast of the town, Part of the Columbia River Basin system","domain":"hydraulic_engineering"}
{"url":"http://www.newcastle.nsw.gov.au/Council/News/Projects-Works/Stewart-Park-stormwater-improvements","date":"2019-06-16T02:38:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627997533.62/warc/CC-MAIN-20190616022644-20190616044644-00473.warc.gz","language_score":0.8934351801872253,"token_count":174,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__134197740","lang":"en","text":"Elermore Vale - Stewart Park stormwater improvements\nCouncil is undertaking work to improve stormwater surface flows in the Stewart Park (Croudace Road), Elermore Vale area.\nThe work involves the relocation of underground utilities (gas, electrical and water), regrading grass verge areas and constructing a new stormwater pit and drainage culvert. The culvert and stormwater pit, combined with the regrading, will assist in capturing more surface water and improving stormwater management.\nThe project will be completed in two stages:\nWorks will commence in first half of 2019, once electrical relocation works have been completed.\n- Stage one will involve gas and water main adjustments, verge regrading and construction of approximately half of the culvert length.\n- Stage two will follow with the adjustment of the electrical main and the final portion of drainage.","domain":"hydraulic_engineering"}
{"url":"https://nutritower.zendesk.com/hc/en-us/articles/360053412991-Pump-troubleshooting","date":"2023-03-22T06:29:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296943750.71/warc/CC-MAIN-20230322051607-20230322081607-00475.warc.gz","language_score":0.8488888740539551,"token_count":329,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__5221475","lang":"en","text":"This article will help you diagnose and troubleshoot your Nutritower pump.\nhere are some easy steps to follow:\n1) Check the water level to make sure it is at least 2 inches above the pump\n2) Check water tube length - The pump should be sitting flush at the bottom of the reservoir.\n3) Unplug the pump from the timer and plug it in directly to the socket and check for noise\n4) If there is no motor sound at all, replace the pump - it is burnt out or defective\n5) Check flow rate valve at the front of the pump is at max\n6) Clean the pump and remove any residue or algae accumulated\n7) If the pump motor is running, unplug the pump and remove the cover to expose the impeller casing\n8) remove the impeller facing and the impeller\n9) Inspect the impeller - if it's broken, replace the impeller reassemble, and check the flow again.\n10) If the impeller is intact, replace the impeller and cover and detach the main water line.\n11) Place the pump on its side in the reservoir and plug the pump back in. if water pressure is good from the pump, try holding the pump submerged and placing the water line loosely back on the pump repetitively to flush water up and down the tube.\n12) Replace water line temporary and observe if any flow\n13) Blow in the tubes where no water is coming out and repeat the flush process\nIf there is no improvement, please follow the procedure to inspect the manifold found here.","domain":"hydraulic_engineering"}
{"url":"http://www.nextag.com/Wayne-Water-Ace-1-855209037/reviews-html","date":"2014-07-22T21:50:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-23/segments/1405997865523.12/warc/CC-MAIN-20140722025745-00181-ip-10-33-131-23.ec2.internal.warc.gz","language_score":0.7978174090385437,"token_count":105,"dump":"CC-MAIN-2014-23","global_id":"webtext-fineweb__CC-MAIN-2014-23__0__63697312","lang":"en","text":"| || |\nWayne Water Ace 1/3 HP Cast Iron Submersible Sump Pump R3S\nThis Water Ace 1/3 HP Cast Iron Submersible Sump Pump R3S is ideal for basements needing frequent water drainage. It has an efficient motor with thermal overload protection. 115 volt oil-filled motor for superior heat dissipation. Rugged cast iron housing with corrosion-resistant cover and base. High performance with lifts to 24'. Maximum flow of 30 GPM at 10' lift.","domain":"hydraulic_engineering"}
{"url":"https://www.cityofslt.us/1073/Ruby-WayOverlook-Ct","date":"2023-06-05T16:04:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224652149.61/warc/CC-MAIN-20230605153700-20230605183700-00240.warc.gz","language_score":0.86992347240448,"token_count":259,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__225630991","lang":"en","text":"Project Manager: Chuck Taylor\nStatus: Planning and Design\nSchedule: 2021-22 Construction\nThe Ruby Way project falls within the Bijou Park Drainage which is part of the East Pioneer Trail Watershed. The upper part of the project area is steep with minimal storm drain infrastructure. Runoff from larger storm events bypasses the existing inlets in the Wildwood Avenue and Overlook Court area as is evidenced by channels cutting across properties. The project boundaries are shown on attached project location map.\n- The primary objectives of this project are as follows:\n- Replace and upgrade the existing drainage infrastructure;\n- Stabilize steep, eroding road shoulders and drainage channels;\n- Collect sediment in maintainable drainage structures;\n- Treat stormwater by detaining runoff in underground infiltration galleries and detention\nThe draft design includes the routing of stormwater to proposed basins and infiltration systems located on David Lane and California Tahoe Conservancy (CTC) parcels along the old Ruby Way right-of-way area on the north side of Wildwood Avenue.\nProject Vicinity/Location Map (PDF)\nRuby Way-Overlook Ct Drainage and Erosion Control Project Draft Design Plans (PDF)\nInitial Study/Negative Declaration environmental document Draft (PDF)","domain":"hydraulic_engineering"}
{"url":"http://www.buffalohistory.org/Explore/Exhibits/virtual_exhibits/wheels_of_power/images_files/high_banks.htm","date":"2017-12-17T23:16:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-51/segments/1512948599156.77/warc/CC-MAIN-20171217230057-20171218012057-00043.warc.gz","language_score":0.6904642581939697,"token_count":75,"dump":"CC-MAIN-2017-51","global_id":"webtext-fineweb__CC-MAIN-2017-51__0__221881012","lang":"en","text":"High Banks & Hydraulic Canal\nFirst Hydraulic Canal Over High Bluffs 1857\n1875 Hydraulic Canal Basin\nAt the bottom of the gorge is the 1881 Schoellkopf Niagara Falls Hydraulic Power & Manufacturing Company.\nThe power plant expanded.\nThe Aluminum Company of America builds on High Banks c, 1898.\nBack to Images Files","domain":"hydraulic_engineering"}
{"url":"https://www.swietelsky.com/tunnel-construction/","date":"2022-05-26T14:24:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662606992.69/warc/CC-MAIN-20220526131456-20220526161456-00008.warc.gz","language_score":0.9153261780738831,"token_count":191,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__86681207","lang":"en","text":"POWER STATION, Tauernmoos, Austria\nThe Tauernmoossee reservoir in the Hohe Tauern National Park has been used by ÖBB (Austrian Federal Railways) for power generation since 1929 together with the Enzingerboden power station and is now being modernised from the ground up. The new pumped storage power plant aims to utilise the existing Weißsee pre-storage reservoir as a storage basin for the flexible coverage of energy demand. SWIETELSKY tunnel construction is responsible for the implementation of this major project: more than ten kilometres of tunnels are being bored through the rock. The underground pressure tunnel between Weißsee and Tauernmoossee will be 1.6 kilometres in length, partly steel-armoured: eighty cubic metres of water per second will be carried to the actual heart of the system, a power plant hidden in a cavern. Completion is scheduled in 2025.","domain":"hydraulic_engineering"}
{"url":"https://majorwavesenergyreport.com/fg-to-spend-5-8bn-on-mambilla-hydropower-project/","date":"2022-01-29T00:51:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320299894.32/warc/CC-MAIN-20220129002459-20220129032459-00027.warc.gz","language_score":0.9448697566986084,"token_count":717,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__186423329","lang":"en","text":"FG to spend $5.8bn on Mambilla hydropower project\nBy Ikenna Omeje\nThe Federal Government has said that the 40-year-old Mambilla Hydroelectric Power project is estimated to cost $5.8bn.\nThis was contained in a document recently obtained by Daily Sun. Part of the document reads: “The project is estimated to cost $5.8 billion and will generate up to 50,000 local jobs during the construction phase.”\nMambilla hydropower project is a 3.050MW hydroelectric facility being developed on the Dongo River near Baruf, in Kakara Village of Taraba State.\nThe project which is being undertaken by Nigeria’s Federal Ministry of Power, with the help of Chinese investments, is expected to commence operation in 2030.\nMambilla will be Nigeria’s biggest power plant, producing approximately 4.7 billion kWh of electricity a year.\nAlthough Mambilla hydroelectric project was originally conceived in 1972, it could advance only after 35 years when China’s Gezhouba Group awarded a contract to develop the project with 2,600MW installed capacity in 2007.\nThe ground survey for the project was completed in August 2010 and environmental approval was received in December 2011.\nThecapacity of the project was increased to 3,050MW in 2012. The project was, however, put on hold due to administrative clashes, until it received government approval in 2016.\nThe Federal Ministry of Power, Works and Housing awarded the project development contract to a consortium of three Chinese companies including the Gezhouba Group, in November 2017.\nThe hydroelectric facility will comprise four dams and two underground powerhouses having 12 turbine generator units in total.\nThe four dams to be constructed on the Dongo River for the Mambilla hydropower project include Nya (formerly known as Gembu), Sumsum, Nghu and Api Weir dams.\nNyaand Sumsum will be 100m and 35m-tall roller compacted concrete (RCC) dams with crest length of 515m and 460m, respectively.\nNghu will be a 95m-high rockfill dam with a crest length of 650m, while Api Weir will be a small regulatory dam to raise the water level of the river.\nNya and Sumsum dams will be connected through a 16km-long, 6m-diameter tunnel, whereas Sumsum and Nghu dams will be connected by a 1.5km-long and 10m-wide canal.\nThe headrace canal for the plant will be 3.1km-long and 15m-wide.\nEach underground power house of the plant will measure 175mx27mx38m and house six 250MW Pellton turbine units operating at a total dynamic head of 1,007m.The diameter of the power shafts connecting each turbine will range between 5.25m and 8.40m.\nTwo 6km-long tailrace tunnels for the plant will be of 8m diameter each, while the tailrace canal will be 3km-long and 25m-wide.\nChinese Export Import (Exim) Bank is funding 85 percent of the estimated $5.8bn project cost, while the remaining 15 percent funding will come from the Federal Government.\nEarly this year, the Ministry of Power stated that no less than N700 million has been spent to carry out survey work at the site of the project.","domain":"hydraulic_engineering"}
{"url":"https://en.sourcepump.com/product/63.html","date":"2022-09-27T01:16:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030334974.57/warc/CC-MAIN-20220927002241-20220927032241-00664.warc.gz","language_score":0.6861003041267395,"token_count":225,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__228623456","lang":"en","text":"Temperatures：T-50 ℃ ～450 ℃\nSingle or two-stage, radially split, supported at both ends, horizontal, centerline installation, rigid shaft design for heavy workstations. The first stage impeller can adopt double suction impeller to reduce pump NPSHr, pump body double volute structure, radial force balance; API standard sealing cavity, suitable for various sealing flushing schemes. The pump inlet and outlet are vertically upwards.\nClean or polluted, low temperature or high temperature, chemically neutral or corrosive liquids, refinery, petrochemical, chemical, coal chemical, power station, thermal power plant, offshore platform, pipeline and pressurization, etc.","domain":"hydraulic_engineering"}
{"url":"http://airtronics.se/product/two-way-cassette/","date":"2023-01-29T23:07:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499768.15/warc/CC-MAIN-20230129211612-20230130001612-00528.warc.gz","language_score":0.8076600432395935,"token_count":89,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__211529009","lang":"en","text":"Special design for corridor or nallow and long room\nAvailable for room with 3.5m floor height\nBuilt-in drain pump, drain height can be 1200mm\nBuilt-in with long life drainage pump, Pumping head is 1200mm,flexible for drainage pipe design.\nCooling capacity range:\nUltimate: Cooling capacity: 2.8 ~ 14 kW\nHeating capacity: 3.2~ 16kW","domain":"hydraulic_engineering"}
{"url":"http://www.davidcivileng.co.uk/portfolio-item/prestbury-flood-aleviation-scheme/","date":"2023-12-10T07:30:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679101282.74/warc/CC-MAIN-20231210060949-20231210090949-00708.warc.gz","language_score":0.8736621141433716,"token_count":102,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__85346961","lang":"en","text":"Prestbury Flood Aleviation Scheme\nWorking for Birse Civils, we completed a Flood Alleviation Scheme for the E.A at Prestbury. The Scheme involved the construction of 400linm of large diameter culvert including 7 reinforced concrete headwall structures and 2 large inlet structures. Other works include 400linm of open cut channel and outfall structures.\nWe created a digital terrain model for the channel, and completed the excavation and reinstatement works using our GPS controlled excavators.","domain":"hydraulic_engineering"}
{"url":"https://www.ensohydro.at/en/portfolio/detail/mor-2/","date":"2024-02-27T08:03:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474671.63/warc/CC-MAIN-20240227053544-20240227083544-00169.warc.gz","language_score":0.957390308380127,"token_count":123,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__204672983","lang":"en","text":"The power plant Mor-2 is located on the river Kürtün in the province of Trabzon, Gümüshane was in operation when enso acquired Mor Elektrik Üretim A.S.. Mor has a catchment area of 113 km². A 5,6 km long canal serves as the hour storage during the low-water periods. The net head of approx. 150 m with a design flow of 5,05 m³/s results in a total installed capacity of 6,8 MW. The expected average annual production is 21,38 GWh.","domain":"hydraulic_engineering"}
{"url":"https://minenergy.gov.az/en/elektroenergetika/elektroenergetikanin-inkisafinin-ikinci-merhelesi","date":"2023-09-24T13:39:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506646.94/warc/CC-MAIN-20230924123403-20230924153403-00573.warc.gz","language_score":0.9647420048713684,"token_count":771,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__311597358","lang":"en","text":"The independent electricity system of Azerbaijan was established in the 1970s.\nIn 1970, in the territory of the Nakhchivan Autonomous Republic, the Araz Water Junction and two hydroelectric power stations, each with a capacity of 22 MW, were built and put into operation on the Araz River.\nIn 1971-1972, the Sumgayit Thermal Power Station No. 2 was expanded and two new turbine units with a total capacity of 110 MW were put into operation. In 1973-1974, the installation of two turbine units, each with a capacity of 50 MW, was completed at Thermal Power Station No. 1.\nIn 1976-1977, the Tartar Water Junction and Tartar Hydroelectric Power Station, with a capacity of 22 MW, were put into operation on the Tartar River.\nAt the end of the 1970s, the total capacity of existing power plants had reached 2,882.4 MW, with 15.4 billion kWh of electricity being generated.\nHowever, Azerbaijan was forced to import $2.9-3.5 billion kWh annually from neighbouring countries to meet its growing electricity demand. As a result, it was decided to build Shamkir Hydroelectric Power Plant and Azerbaijan State District Power Station. The construction of Shamkir Hydroelectric Power Plant, with a capacity of 380 MW, was completed in 1981-1982 and then put into operation. The construction of Azerbaijan State District Power Station began in 1974. The first power unit with a capacity of 300 MW was put into operation in 1981 and the last, the eighth one with the same capacity, in 1989. Currently, the capacity of the station is 2,400 MW. After these additions, the capacity of the energy system reached 5,000 MW.\nIn addition to the commissioning of power plants, power line systems and substations were also constructed.\nIn 1972, the capacity of Sumgayit Thermal Power Station No. 2 reached 220 MW.\nIn 1976-1977, Sarsang Reservoir and Sarsang Hydroelectric Power Station, with a capacity of 50 MW, were put into operation on the Tartar River to improve agriculture, to create a reservoir for the irrigation of fertile soils, to improve the electric power supply of the region and to reduce losses in energy transmission in Karabakh.\nIn the 1980s, all settlements in Azerbaijan gained electricity supply. During this period, along with the construction of power plants, the power grid was also systematically developed and a stable power system was created in the country.\nIn 1968-1971, Ali-Bayramli State District Power Station-Agdam-Ganja-Agstafa, with a capacity of 330 kV, Ali-Bayramli State District Power Station-Yashma Derbent high voltage power lines, and the substations Yashma, Ganja and Agstafa with respective capacities of 330, 110 and 20 kV were built and put into operation.\nConstruction of the Azerbaijan Thermal Power Station created a new stage in the development of the energy network of the country. The first and second Absheron Electric Transmission Line with a capacity of 500 kV, Muxranis-Vali Electric Transmission Line and the fourth and fifth Mingachevir Electric Transmission Lines were built.\nIn the 1980s, the Absheron substation, with the capacity of 500, 330 and 220 kV, Imishli substation with 330, 110 and 10 kV capacities and substations at Hovsan, Nizami, Mushfiq, Sangachal, Masalli, Agsu and Babek, all with capacities of 220, 110 and 10 kV were commissioned. In addition, the third Ali-Bayramli Electric Transmission Line, with a capacity of 330 kV, was put into operation.","domain":"hydraulic_engineering"}
{"url":"http://freemanstrikes.blogspot.com/2009/08/nhpc-ipo-to-hit-market-on-august-7.html","date":"2017-12-11T04:10:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-51/segments/1512948512121.15/warc/CC-MAIN-20171211033436-20171211053436-00187.warc.gz","language_score":0.9555044770240784,"token_count":214,"dump":"CC-MAIN-2017-51","global_id":"webtext-fineweb__CC-MAIN-2017-51__0__112045091","lang":"en","text":"Central government enterprise, National Hydroelectric Power Corporation (NHPC) will raise Rs 6,000 crore from the Initial Public Offer (IPO), which will hit the market on August 7.\n\"Rs 4,000 crore will be used to finance the under construction projects of the company while Rs 2,000 will be given to the government of India,\" NHPC Director (project) JK Sharma told reporters here.\nFor its IPO, NHPC has fixed the price band between Rs 30-36 per equity share.\nOn the ongoing projects, Sharma said that 11 projects of 4,622 MW capacity are currently under construction at various stages.\n\"The company is awaiting government's nod for five more projects with a capacity of 4,565 MW and certain joint venture projects having capacity of 2,166 MW,\" he said.\n\"Our current installed capacity is 5,175 MW and by 2013 end, our total installed capacity will be 10,000 MW,\" Sharma said, adding, most of the under construction projects are going to be commissioned on schedule.","domain":"hydraulic_engineering"}
{"url":"http://www.chinadredgers.com/products/YLCSD_550.html","date":"2021-01-26T04:28:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610704798089.76/warc/CC-MAIN-20210126042704-20210126072704-00753.warc.gz","language_score":0.9157859086990356,"token_count":126,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__104573927","lang":"en","text":"1. The cutter suction dredger could be used in inland waterways, lakes, coastal areas for projects of desilting and sand dredging. 2. Customized according to dredging depth, working capacity and discharge distance. 3. The cutter suction dredger is of dismountable structure, and can be divided into mechanical type, semi-hydraulic type, all-hydraulic type according to the different operating methods. 4. Dredging pump is driven by main diesel engine placed in main central pontoon, and auxiliary engine provides power to cutter head, winches, spuds and lighting system.","domain":"hydraulic_engineering"}
{"url":"https://www.hswhite.co.nz/brands/icetoolz/icetoolz-a551-floor-pump","date":"2019-03-22T02:37:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912202589.68/warc/CC-MAIN-20190322014319-20190322040319-00285.warc.gz","language_score":0.8076919913291931,"token_count":114,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__187350424","lang":"en","text":"IceToolz A551 Floor Pump\nThe IceToolz A551 Floor Pump is a high pressure steel pump with a top-mounted gauge, ergonomic two toned handle design and a twin valve head with thumb-lock lever.\nCapable of pressures up to 160 psi or 11 bar.\n- Top mounted gauge\n- Strong steel construction\n- Ergonomic two toned handle\n- Twin valve head for Presta/Schrader valves\n- Thumb-lock lever on head for ease of use\n- Max pressure 160 psi / 11 bar","domain":"hydraulic_engineering"}
{"url":"https://heypakistan.org/2116-2/","date":"2022-12-04T07:56:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710968.29/warc/CC-MAIN-20221204072040-20221204102040-00870.warc.gz","language_score":0.957152247428894,"token_count":864,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__80649226","lang":"en","text":"ISLAMABAD, Pakistan (Reuters) – The Water and Power Development Authority (WAPDA) has sped up the construction of 12 small and medium dams across the country, with the goal of increasing renewable energy generation, water availability, and climate resilience.\nThe dams, according to official sources, were dual-purpose structures designed to store rain and floodwater while also generating power for all of the country’s federating units.\nHe went on to say that the Winder Dam project, which would generate 0.3 megawatts (MW) of energy and store 0.036 million acre-feet (MAF) of water, the Naulong Dam project, which would generate 4.4MW of power and store 0.20MAF of water, the Hingol Dam project, which would generate 1MW of electricity and 1.41MAF of water storage, the Garuk Dam project, which would generate 0.3MW of energy and 0.05MAF of water storage After completion, the Nai Gaj Dam in Sindh will generate 4.2MW of electricity and hold 0.30MAF of water, while the Darawat Dam will generate 0.45MW of energy and hold 0.12MAF of water.\nDams will aid in the solving of water and energy issues, as well as the creation of jobs in local communities and the establishment of tourist and economic prospects.\nIn Khyber Pukhton Khawa, the WAPDA has started work on a number of small and medium dams, including the Kurram Tangi Dam, which has an 83.4MW hydropower potential and 1.2MAF water storage capacity, the Tank Zam Dam, which has a 25.5MW power generation capacity and 0.345MAF water storage capacity, and the Daraban Zam Dam, which will produce 0.75MW energy and 0.069MAF water storage capacity.\nThe WAPDA official went on to say that the agency had started work on several small dams in Punjab, including Ghabir Dam, which has a 0.15MW power production capacity and 0.066MAF water storage capacity, and Papin Dam, which has a 0.3MW power production capacity and 0.089MAF water storage capacity and is in various stages of development. He explained that the authority has opted to speed the completion of construction and development work on the projects due to energy demands, project completion schedules, and finance availability.\nChiniot Dam will provide 80 megawatts of low-cost, ecologically friendly electricity. The Chiniot Dam, which will generate 80 megawatts of inexpensive and environmentally friendly power and is located on the Chenab River 5 kilometres from Chiniot city, will be completed by December 2022.\nAccording to data, Chiniot Dam has a gross storage capacity of 0.90 million acre-feet (MAF) and a power generation capacity of 80 megawatts (274 GWh). The project’s implementation agency, the Water and Power Development Authority (WAPDA), has completed development work on the project’s many small and medium dams, putting the project’s construction to an end. The government will contribute Rs50 million via PSDP disbursements, with WAPDA covering the remaining Rs 96.33 million from its own funds. The Chiniot Dam Project was the subject of a feasibility study done by WAPDA, which was completed in 2019. The Ministry of Water Resources (MoWR) has received the PC-II Proforma for Detailed Engineering Design for discussion at the DDWP conference.\nThe DDWP has approved the PC-II Proforma, subject to certain limitations, according to the announcement. The project is significant, according to a WAPDA official, because it would help offer daily water supply for Chiniot city, as well as economic opportunities for citizens to establish fisheries projects and a tourist destination for locals to enjoy. To avert significant floods in places near rivers and areas with torrential topography, small and medium dams are needed around the country. The modest dams would help to conserve rainfall and floodwater, which could subsequently be used for household and agricultural reasons.","domain":"hydraulic_engineering"}
{"url":"https://www.towerlight.com/products/dwp-pumps/dwc-s/?region=british-isles","date":"2020-09-19T22:03:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400192887.19/warc/CC-MAIN-20200919204805-20200919234805-00556.warc.gz","language_score":0.9111607074737549,"token_count":156,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__23479094","lang":"en","text":"The range of DWC-S self-priming pumps with silenced canopy are built for pumping water with solids holdup, containing sand and mud. The special design makes these pumps suitable for different applications, used at contractor sites, civil service and industry where unclean liquid pumping and water displacement necessary.\nThe open impeller has wide passages for control solids, the standard version is in cast iron type spheroidal with high wear resistance. The standard models are built on skid base; on request is available on an off-road trailer.\nSilenced version with air or water cooled engine, available with five different inlet/outlet sizes (4″, 6″, 8″, 10″ and 12″).\nSuitable for these sectors:","domain":"hydraulic_engineering"}
{"url":"https://engineering.lacity.gov/about-us/divisions/environmental-management/archives/donald-c-tillman-plant-storage-basins-archived","date":"2024-04-17T09:59:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817146.37/warc/CC-MAIN-20240417075330-20240417105330-00671.warc.gz","language_score":0.9388307929039001,"token_count":221,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__36320533","lang":"en","text":"This project involves the construction of two open, lined basins within the Donald C. Tillman Water Reclamation Plant (located in Sepulveda Basin) for temporary storage of excess peak wet weather flows. Currently one of the two wastewater treatment units at the plant must be shut down and used for storage during substantial rain events in order to prevent overflows in the sewers downstream from the plant. The proposed basins would provide 15.2 million gallons of storage capacity while both wastewater treatment units remain operative during wet weather periods. The project will not change the operating capacity of the plant but will allow the plant to operate at its designed capacity (80 mgd) during both wet weather and dry weather periods and will also help to prevent overflows in the downstream collection system during peak wet weather events.\nThe U.S. Army Corps of Engineers adopted a Finding of No Significant Impact.\n(Click on underlined text to view report)\n|Public Review Period\n|August 10, 2011 - August 24, 2011","domain":"hydraulic_engineering"}
{"url":"http://www.ehowzit.co.za/news/municipal/ugu-load-shedding-still-affecting-water-supply-systems/","date":"2019-04-25T22:29:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578742415.81/warc/CC-MAIN-20190425213812-20190425235812-00537.warc.gz","language_score":0.9642559885978699,"token_count":168,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__57293721","lang":"en","text":"MEDIA STATEMENT BY UGU DISTRICT MUNICIPALITY:\nPlease be advised that due to longer than anticipated stage 4 load shedding, our water supply systems are affected and should Stage 4 of power cuts continue, there will be intermittent water supply.\nAll areas of supply will be affected. The Gamalakhe system has been affected and Sport and Leisure will only be started when plant is above 75% and Eskom supply is back. Seaslopes supply is alternated between gravity and boosted flow, Margate and Ramsgate flows are regulated based on the flow to Seaslopes.\nMarburg level are low as currently the Water works storage is being built up which affects supply to Marburg residential, CBD and Oslo beach. Northern system remains stable as it is gravity fed.\nUgu District Municipality Communications","domain":"hydraulic_engineering"}
{"url":"http://maedeans.blogspot.com/2007/10/wolf-creek-dam.html","date":"2018-05-23T07:20:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-22/segments/1526794865456.57/warc/CC-MAIN-20180523063435-20180523083435-00480.warc.gz","language_score":0.9231302738189697,"token_count":204,"dump":"CC-MAIN-2018-22","global_id":"webtext-fineweb__CC-MAIN-2018-22__0__124398157","lang":"en","text":"- It sure is big — over a mile long!\n- On the Cumberland River near Jamestown, Kentucky\n- Construction began in the 1940’s; completed in 1950, with the final power generator installed in 1952\n- Lake Cumberland, which was created by the dam, is the largest manmade reservoir east of the Mississippi River and provides over 40% of the total flood storage in the Cumberland River basin.\n- Benefits include:\n- Flood damage reduction - Provides a maximum flood storage capacity of over 6 million acre-feet\n- Hydropower - Produces 22% of the hydropower generated on the Cumberland River\n- Currently undergoing a seven-year Seepage Rehabilitation Project through the U.S. Army Corps of Engineers\nAnd some surprising Lake Cumberland trivia:\n- The lake's shoreline is longer than the Florida coast.\n- It receives even more visitors each year than Yellowstone Park.\nThe Perpetual Vacationers: Dam tourists","domain":"hydraulic_engineering"}
{"url":"https://www.handyhardware.ie/Makita-PF0-300-240-Volt-Submersible-Pump-300w_p_57578.html","date":"2020-04-08T21:11:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585371824409.86/warc/CC-MAIN-20200408202012-20200408232512-00318.warc.gz","language_score":0.8569952845573425,"token_count":160,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__52468300","lang":"en","text":"The Makita PF0 300/2 Submersible Drainage Pump is a powerful and versatile water pump that can be used for draining rain water barrels and casks, garden irrigation, trenches, flood water, cess pits, reservoirs, ponds swimming pools and cellars.\nThis robust pump is only suitable for clean water drainage and permits up to 5mm particle sizes. For your convenience the Pump also has an integrated handle for easy transportation and storage as well as a hose connector.\nMax pumping capacity: 140litres/min.\nMax solids Diameter: 5mm.\nMax Submersion Depth: 5m.\nMax Head: 7m.\nMin Suction Level: 20mm.\nInput Wattage: 300W.\nNet Weight: 4.23kg.","domain":"hydraulic_engineering"}
{"url":"http://www.bfbt.cz/news?id=18282&action=detail&oid=3337806&nid=12300","date":"2023-12-06T10:53:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100593.71/warc/CC-MAIN-20231206095331-20231206125331-00390.warc.gz","language_score":0.8575156927108765,"token_count":248,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__54139111","lang":"en","text":"At the end of 2012, the first outrigger system of the new CK60 series with the AHC45\nhydraulic unit and the MB1000 hydraulic hammer was made and handed over. It is equipment with a performance coefficient of 230 kNm with the newly designed DPP - Direct Pressure Protection hydraulic system, which secures precise adherence to hydraulic parameters even in the heaviest conditions.\nBasic parameters of the CK60 outrigger system:\n- Outrigger system weight without the hammer 5,850 kg\n- Outrigger length 3.3 m\n- Stick length 2.5 m\n- Working equipment slewing range 170°\n- Individual parts of the working equipment are shaped weldments of materials with guaranteed mechanical properties.\n- Swivel joints are made of quality, improved, and hardened materials with high abrasion resistance.\n- The materials used and the hydraulic cylinder design guarantee long service life even in the heaviest operating conditions.\nBasic parameters of the AHC45 hydraulic unit:\n- Unit weight 950 kg\n- Installed power 45 kW\n- Max. pressure 300 bar\n- Automatic oil cooling\n- Manual oil heating\n- Powerful oil filtering\n- Oil tank capacity 460 l","domain":"hydraulic_engineering"}
{"url":"https://afrinik.com/china-starts-up-worlds-second-largest-hydroelectric-power-station/","date":"2024-04-21T13:45:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817780.88/warc/CC-MAIN-20240421132819-20240421162819-00413.warc.gz","language_score":0.9607303738594055,"token_count":256,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__6934927","lang":"en","text":"China started up the Baihetan power station in the southwest of the country on Monday. It is the second-largest hydroelectric power station in the world.\nThe hydroelectric power station is built on the border of Yunnan and Sichuan provinces, on the course of the Yangtze River. In the long run, the power station should supply enough electricity to meet the annual needs of half a million Chinese.\nThe plant began supplying electricity on Monday. At full capacity – planned for 2022 – it will have a capacity of 16 gigawatts. Only the Three Gorges Dam – also on the Yangtze, China’s longest river – is even more powerful (22.5 GW).\nWith the construction of hydroelectric power plants, China wants to reduce greenhouse gas emissions caused by coal plants. But there are also ecological consequences. For example, the construction of the Baihetan dam would be detrimental to the fish stock.\nThere is also an impact on the local population. It is estimated that 100,000 people were forced to relocate due to the project. The construction company China Three Gorges Corporation (CTG), which builds and manages the dam, says it has allocated 70 billion yuan to financially compensate residents and build new houses.","domain":"hydraulic_engineering"}
{"url":"https://www.addisherald.com/koysha-the-2nd-biggest-hydroelectric-power-project/","date":"2022-05-19T08:58:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662526009.35/warc/CC-MAIN-20220519074217-20220519104217-00623.warc.gz","language_score":0.9425836205482483,"token_count":1149,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__35413505","lang":"en","text":"Koysha hydropower project, located in the southern part of Ethiopia, has a capacity of generating 2, 160 MW of electricity and it is the biggest hydropower project in Ethiopia next to the Grand Ethiopian Renaissance Dam (GERD).\nAs per the ten-year strategic plan of the ministry, Ethiopia needs some 20,000 MW electric power for its national economic development aspired to be realized after 12 years, Eng. Seleshi said.\nThe ministry has also planned to provide electric services to all parts of the country over the coming five years, he stated.\nHence, the government of Ethiopia is making efforts to complete the construction of the Koysha hydropower project in three years, the minister pointed out.\nAccording to the minister, the construction of the power plant will be carried out with a capacity to hold only 6 billion cubic liters of water as the project is expected to use water from the nearby Gibe 3 hydropower, and this expedites the completion of the construction within the stated period.\nThe speedy completion of the project will also contribute a lot to the efforts being made to make the area one of Ethiopia’s key tourist destinations, Seleshi added.\nThe construction work of the Koysha hydropower project, whose agreement was signed some four years ago, has now reached 39 percent and created 4,000 jobs.\nKoysha is one of the new tourist destination development projects in the Southern Nations, Nationalities, and Peoples’ Region along with Gorgora and Wonchi located in Amhara and Oromia regional states, respectively.\nThe Koysha hydropower project is a 2.16GW hydroelectric facility under construction on the Omo River in the Oromia region of Ethiopia.\nState-owned public utility enterprise Ethiopian Electric Power (EEP) is developing the project with an estimated investment of approximately £1.93bn ($2.80bn). The civil construction works on the project were started in October 2016.\nOnce completed, the Koysha hydropower project is expected to generate up to 6,460 Giga watt-hours (GWh) of electricity while offsetting approximately one million tonnes (Mt) of CO2 annually.\nThe Koysha hydroelectric power project is located on the Omo River, approximately 370km southwest of the capital city Addis Ababa. The other hydroelectric facilities built on the Omo River include the Gigel Gibe (200MW), the Gibe II (420MW), and the Gibe III (1,870MW) power stations.\nKoysha hydroelectric power plant make-up\nThe Koysha hydroelectric power project comprises a 180m-high, roller-compacted concrete (RCC) gravity dam, and a 250m-long, 41m-wide, and 60m-high surface powerhouse equipped with eight Francis turbine units of 270MW rated capacity each.\nThe RCC gravity dam with a crest length of 990m will create a reservoir capacity of nine billion cubic meters (bcm). The project also features a 330m-long and 42m-high cofferdam.\nThe main dam will have six spillway gates, 20m-wide and 17m-high, with a discharge capacity of 13,100m3/s. The project also involves the construction of a diversion canal and two 6m-diameter middle-level outlets embedded in the dam body to control the reservoir level.\nThe power station will utilize three 650m-long steel penstocks, one of which will be lowered to facilitate early power generation using the first two units during the first impounding.\nThe other electrical component of the power station includes a total of 24 transformers, including three single-phase 400kV transformers and a switchyard.\nAncillary infrastructure facilities\nThe ancillary infrastructure facilities for the Koysha hydropower project will include a bridge over the Omo River, temporary and permanent camps, access roads, a landing strip, as well as crushing and batching plants.\nThe electricity generated by the Koysha hydroelectric power station will be evacuated into the grid through a 400kV overhead power transmission line.\nItalian export credit agency Servizi Assicurativi del Commercio Estero (SACE) agreed to provide £1.15bn ($1.68bn) of financing for the Koysha hydroelectric power project in April 2016.\nItalian construction and civil engineering company Salini Impregilo (now Webuild) signed an engineering, procurement, and construction (EPC) contract for the Koysha hydropower project in May 2016.\nStudio Peitrangeli Consulting Engineers were subcontracted by Salini Impregilo for the engineering services and technical supervision of the project. The scope included pre-feasibility and feasibility studies, as well as the basic design of the power project.\nPizzi Instruments was subcontracted by Salini Impregilo for the supply of monitoring instruments, including vibrating wire piezometer, CUM3000 datalogger, and meteorological devices in July 2016.\nTractebel Engie was selected as the project consultant by EEP for the Koysha power station, while VAW was subcontracted to perform physical model tests on the middle-level outlets, along with the jet trajectories and scour formation in the downstream section.\nStantec was selected for the contract management services for the Koysha hydroelectric power project","domain":"hydraulic_engineering"}
{"url":"https://www.amazingtips247.co.uk/2019/10/contactless-liquid-level-sensor.html","date":"2020-07-15T02:22:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593657154789.95/warc/CC-MAIN-20200715003838-20200715033838-00014.warc.gz","language_score":0.7638679146766663,"token_count":887,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__157060869","lang":"en","text":"If you are looking for a contactless water level sensor then XKC-Y26-NPN is a very good sensor. As you can see in the video how easily you can setup and how fast it senses the water and turns on the buzzer. It's quite relabel I think.\n2.Input Voltage: DC 5-12V\n3.Power Consumption: 5mA\n4.Output Voltage (high level): Vin\n5.Output Voltage (low level): 0V\n6.Output Current: 1-100mA\n7.Response Time: 500ms\n8.Operating Ambient Temperature: 0~85 Celsius\n9.Sensor Sensitivity: tube outer diameter (D:mm); sensor max tube wall (L:mm)\n10.Applicable Tube Diameter Range: >=10mm\n11.Liquid Error: =/-1.5mm\n14.Waterproof Performance: IP65\n15.Operating Principle: intelligent non-contact liquid level sensor is for detecting whether there is liquid by water induction capacitor.\nWhen there is no liquid to approach the sensor, sensor will generate certain static capacitance because of the capacitor distribution;\nWhen the liquid rises slowly to approach the sensor, the liquid parasitic capacitor will coupling to this static capacitor so that the terminal capacitance of sensor will increase;\nThe changing capacitance signal will be input to control IC and achieve signal switch,then transform the changing capacitance value into variation of certain electric signal.\nUsing certain algorithm to detect and judge the degree of the variation; when the variation has surpassed certain threshold value, then it means the liquid level reaches sensing point.\n1.It is applicable to non-metal outer wall not necessary to directly contact with liquid so that it can avoid liquid corrosion of strong acid or alkali,\nor the influence by scale or other impurities.\n2.Intelligent liquid level benchmark adjustment and liquid level memory function, liquid level status display way, it can achieve multi-point serial connection;\nsupport NPN output.\n3.Accurate and stable detection, it can detect boiling water liquid surface\n4.Pure electronic structure, non-mechanical operation way; and it has stable performance and long life.\n5.High stability, high sensitivity, strong anti-interference capacity; it will not be affected by power frequency interference and\ncommon mode interference due to special disposals so as to compatible with 5-24V power adapter.\n6.Strong compatibility, and it can penetrate into non-metal tube, such as plastic, glass, ceramic etc. Its sensing tube wall thickness can be up to 20mm;\nit is applicable to different shapes of container or tube level's liquid level detection.\nnon contact capacitive liquid level sensor. non contact liquid level sensor arduino. water level measurement using capacitive sensor. small capacitive liquid level sensor. water level sensor. liquid level sensor. level sensor. arduino water level sensor. water sensor. water level indicator. liquid detector. water tank level indicator. water level sensor arduino. level switch. water level sensor project. non contact water level sensor. tank level indicator. water level indicator using arduino. water sensor for water tank. water tank sensor. wireless water level indicator.\narduino water sensor. contact sensor. contactless. diy water level. liquid sensor. water level. water level switch. 12v non contact liquid level swicth. arduino liquid level sensor xkc y25. arduino water tank level sensor. black bottle filling sensor. capacitive liquid level sensor. contact free sensor water. contactless liquid level sensor arduino. field level sensor.\nhow to make a capacitive water level sensor. how to make a drip level sensor. level sensor information. liquid density sensor arduino. no contact fuel level sensor. non contact level sensor. non contact level sensor working. non contact liquid level sensor. non contact liquid level sensor without auduino. non-contact liquid level sensor to detect low water level using arduino with bluetooth. non-contact tank liquid water level sensor switch container water level switch. non-contact tank liquid water level sensor switch container water level switrsde. non-contact water liquid level sensor switch. optical liquid level sensor. sensor liquid. XKC-Y26-NPN.","domain":"hydraulic_engineering"}
{"url":"https://autoindustrial.co.uk/product/premier-bottle-jack-capacity-12tonne/","date":"2022-06-28T14:41:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103556871.29/warc/CC-MAIN-20220628142305-20220628172305-00612.warc.gz","language_score":0.7452495694160461,"token_count":138,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__147477794","lang":"en","text":"£336.00 (INCL. VAT)\nPremier Premier Bottle Jack 12tonne\nFitted with safety overload valve and manufactured in the EU.\nAll steel, one-piece base, reservoir and pump cylinder design gives added strength.\nTelescopic pump handle for easy storage.\n90° Rotating pump.\nFully serviceable ram piston with extension screw.\nService kit readily available.\nModel No PBJ12\nHydraulic Lift: 150mm\nMaximum Height: 452mm\nMinimum Height: 227mm\nNett Weight: 8.65kg\nScrew Extension: 75mm","domain":"hydraulic_engineering"}
{"url":"http://mountvernon.patch.com/groups/politics-and-elections/p/fairfax-water-working-on-water-main-along-route-1_b07fc6f3","date":"2013-12-09T17:48:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1386163992799/warc/CC-MAIN-20131204133312-00040-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.9275569319725037,"token_count":227,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__212373400","lang":"en","text":"Fairfax Water is currently working on Phase 2 of the new water main installation along Route 1. Construction on different segments of the highway are underway — including in front of Kings Crossing and the new vintage shop Evolution Home.\nAccording to the webpage for the project, the installation is part of Fairfax Water's program to continually improve water service. Phase 2 of this project includes replacing the cast iron water mains on Route 1 with a water main made with stronger, long lasting materials and which will not be susceptible to water main breaks.\nAs expected, disruption to traffic has been minimal so far since it began in mid-August. All of the work is expected to be completed in fall of 2014.\nWork Locations for September:\n- Near the intersection of North Kings Hwy and South Kings Hwy — construction crews installing water main.\n- At Kings Crossing Rd – construction crews installing water main in bore pits\n- At Groveton St - construction crews installing water main in bore pits\n- At Shields Ave - construction crews continue installation of water main south of Shields Ave\n- At Southgate Dr - construction crews excavating bore pits","domain":"hydraulic_engineering"}
{"url":"https://www.htecdrainage.com/drainage-channel-mini","date":"2024-04-18T22:42:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817249.26/warc/CC-MAIN-20240418222029-20240419012029-00247.warc.gz","language_score":0.8482317924499512,"token_count":164,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__111094450","lang":"en","text":"Drainage Channel MINI\nThe MINI drainage channel is a simple modular system for easy self-installation. The drainage channel does not require a concrete encasement (type I) and can be directly asphalted or paved.\nThe drainage channel is the ideal drainage solution for house and courtyard driveways, pedestrian areas and car parking spaces.\nIdeal for paving\nThe straight external surfaces guarantee an easy and smooth installation.\nThe elements can be joined together easily and without sliding due to sensible profiling on the end faces.\nThe gratings can easily be locked with a simple click mechanism on the channel body.\nOptionally with factory-made Ø110 borehole for PP pipe DN 100 for connection to the ground pipe.","domain":"hydraulic_engineering"}
{"url":"https://www.hubacontrol.com/en/products/pressure-level-transmitter/pressure-level-transmitter-713?tx_productcms_product%5B%40widget_0%5D%5BcurrentPage%5D=365&cHash=30b08e70ec7524614475ef62be2b8512","date":"2024-04-15T00:16:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816904.18/warc/CC-MAIN-20240414223349-20240415013349-00475.warc.gz","language_score":0.936492919921875,"token_count":106,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__76104159","lang":"en","text":"The pressure level transmitter type 713 is used for continuous fluid level measurement of ground and drinking water. The compact design allows the transmitter to be used in applications with restricted access as small as 3/4 inch i.d. pipe.\nAs well as a current output the pressure level transmitter type 713 has been enhanced with energy efficient ratiometric and digital outputs making it ideal for battery powered applications.\nThe pressure level sensor 713 is based upon the well proven ceramic technology developed by Huba Control over 20 years ago.","domain":"hydraulic_engineering"}
{"url":"https://www.casestudy.turmarmarine.com/post/repair-and-overhaul-of-200-135m3-hr-capacity-pvhb125-50-bv-1505018-fire-and-ge","date":"2024-03-05T00:17:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476592.66/warc/CC-MAIN-20240304232829-20240305022829-00288.warc.gz","language_score":0.9406668543815613,"token_count":287,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__49145749","lang":"en","text":"Dismantling the pump in the workshop\nAfter dismantling the pump, we noticed the pump case was corroded. Furthermore, pump shaft, bearing, bearing covers and mechanical seal are damaged. To be able sea the actual damage we send the pump to sand blasting.\nSand blasting the pump\nActual damage became visible after sand blasting. Pump case, pump covers and seal cover are damaged. In addition, holes are detected inside the case.\nMachining wear ring housing and pump case surface\nAfter sand blasting, wear ring housing and pump case surface machined. New wear ring is manufactured and replaced with old damaged one. New seals covers are manufactured and replaced with damaged ones. Ceramic coating applied inside the damaged pump case and cover plate.\nNew Shaft manufacturing & Machining impeller and wear ring surface together with shaft\nThe damaged shaft was replaced with new one. OD65x L 360mm AISI 316 shaft manufactured.\nImpeller wear ring surfaced machined along with new manufactured shaft.\nImpeller send to the balancing.\nRenewing bearing & Renewing mechanical seal\nDamaged 2 bearings are replaced with SKF7311. The damaged mechanical seal is also replaced.\nThe pump mantled with using new studs, washer and nuts.\nAssemble and leak test the pump in the workshop\nAfter assembly the pump tested to 15 bar pressure no leakage determined.","domain":"hydraulic_engineering"}
{"url":"https://ihclaos.com/nangong-1-hydropower-station/","date":"2024-04-20T07:27:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817491.77/warc/CC-MAIN-20240420060257-20240420090257-00791.warc.gz","language_score":0.9270808100700378,"token_count":395,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__103057841","lang":"en","text":"Nangong 1 Hydropower Station\nNangong 1 Hydropower Station is located on the NamKan River in southern Attapeu province of Laos, which is the junction area of Laos, Vietnam, and Cambodia. As a tributary of the left bank of the SeGong River, the NamGong River flows from east to west. The dam site is about 53km away from the provincial capital of Attapeu Province highway,958km away from Vientiane highway, 464km away from Da Nang, Vietnam and 1167km away from Bangkok, Thailand.Nangong 1 Hydropower Station aims at flood control, power generation, irrigation, and tourism to promote local social and economic development. The main dam has a check flood level of 320.80m, and the corresponding storage capacity is 6.51×108 m3; The normal water level is 320.00m and the corresponding storage capacity is 6.33×108 m3: The dead water level is 280.00mand the corresponding storage capacity is 0.97×108 m3. The adjustment storage capacity is 5.36×108 m3, with multi-year regulation capacity.. The project is a second-class (2) type project. The main buildings are grade 2 buildings, the secondary buildings are grade 3 buildings, and the temporary buildings are grade 4. The installed capacity of power station is 160MW, the number of installed units is 2, and the single unit capacity is 80MW. The annual average power generation capacity of the power station is 633 million KW/h, and the installed utilization hours is 3,959h. Nangong 1 Hydropower Station is an important power source for Laos to buildSoutheast Asia “Power Storage”, and it is the backbone power source forLaos government to sell electricity to Cambodia, which is of great significance for Laos energy construction and development.","domain":"hydraulic_engineering"}
{"url":"https://www.valvea.eu/products-category/control-and-shut-off-valves/page/2/","date":"2021-09-18T22:25:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780056578.5/warc/CC-MAIN-20210918214805-20210919004805-00609.warc.gz","language_score":0.861673891544342,"token_count":122,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__1666063","lang":"en","text":"Triple eccentric butterfly valves with metal seats for the most demanding applications\nSelf-acting pressure regulators of inlet pressure, outlet pressure or pressure drop\nSelf-acting pressure regulators with possibility of use in demanding applications (higher temperatures, perforated plugs, cage guides…).\nAngle design for optimization of the output flow in demanding applications\nDesign of internal installation for elimination of noise, cavitation and limit flow\n2- or 3-way valve with shut-off function, option of manual or pneumatic drive\nStainless steel shut-off valve with increased tightness class, threaded design","domain":"hydraulic_engineering"}
{"url":"https://www.rk-int.com/category/machine-listings/turning/cnc/?car_condition=car_is_used","date":"2019-03-26T18:22:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912205600.75/warc/CC-MAIN-20190326180238-20190326202238-00175.warc.gz","language_score":0.7082712650299072,"token_count":137,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__135184345","lang":"en","text":"Colchester Tornado T8MS Sub Spindle CNC Lathe with a capacity of 290 x 490mm. Spindle bore 65mm spindle speeds. Main spindle 5000rpm. Sub spindle 6000rpm. Equipped with hydraulic collet chuck – main spindle. Hydraulic 3 jaw chuck – sub spindle. MBF 1000 Magazine barfeed.\nManufactured in 1998, this used Colchester Tornado 310 CNC Lathe is equipped with hydraulic collet chuck, power tailstock, swarf conveyor and a parts catcher. 80mm bar capacity or 300mm diameter x 600mm long turning capacities. Available under power by prior arrangement at RK International Machine Tools.","domain":"hydraulic_engineering"}
{"url":"https://constructionmarketexperts.com/en/news/the-lubiaz-dam-with-a-design-agreement/","date":"2023-09-26T11:39:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510208.72/warc/CC-MAIN-20230926111439-20230926141439-00260.warc.gz","language_score":0.904326319694519,"token_count":369,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__290071135","lang":"en","text":"Ten post dostępny jest także w języku: polski\nThe State Water Company (PGW) Wody Polskie signed a contract with DHV Hydroprojekt for the design of the Lubiaz dam on the Odra River. The value of the contract is about PLN 13.2m.\nThe contract for the design of the water barrage was signed with the Lower Silesian Voivodship Office in Wroclaw. Signatures were signed by Przemyslaw Daca – President of the State Water Management Authority and members of the DHV Hydroprojekt Management Board as contractors.\nThe project for the construction of the Lubiaz dam is to be completed by the end of the first quarter of 2023. The consortium of DHV Hydroprojekt as the leader and Energoprojekt Warszawa and Hydroprojekt Wrocław will be responsible for preparing the construction and executive design. The value of the project was estimated at over PLN 13m.\nValue of PLN 400m\nThe completion of the construction is scheduled for 2027. The value of the investment is estimated at PLN 400m. The project will include a four-span weir, a two-chamber shipping lock, a fish ladder and a hydroelectric power plant.\nThe main objective of the investment is to improve navigation conditions and flood safety. The building is also to inhibit the erosion process in the Odra riverbed below the Malczyce dam and to protect it against washout and loss of stability. It will also enable the restoration of the original groundwater level and will prevent the drying out of the adjacent areas, thus protecting the riparian forests.","domain":"hydraulic_engineering"}
{"url":"http://www.nbc-2.com/story/23241503/lake-okeechobee-water-releases-to-decrease","date":"2018-08-20T20:38:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221217006.78/warc/CC-MAIN-20180820195652-20180820215652-00379.warc.gz","language_score":0.9348886013031006,"token_count":161,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__18327209","lang":"en","text":"Lake Okeechobee water releases to decrease\nAnother reduction in water releases from Lake Okeechobee will take effect this weekend.\nThe U.S. Army Corp of Engineers Jacksonville District announced the flow decrease take effect at 7 a.m. Saturday.\nThe new target flow from the lake to the Caloosahatchee Estuary is 4,000 cubic feet per second; while the new target flow for the St. Lucie Estuary is 1,800 cfs.\nUnder the Lake Okeechobee Regulation Schedule, the Corps strives to keep the lake level between 12.5 and 15.5 feet.\nLake Okeechobee water releases became necessary to keep water levels from getting too high and putting additional pressure on the Herbert Hoover Dike.","domain":"hydraulic_engineering"}
{"url":"https://en.bkzn.ru/catalog/armatura-reguliruyushhaya/klapany-razgruzhennye-diskovye-tipa-23s/","date":"2023-09-28T21:05:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510454.60/warc/CC-MAIN-20230928194838-20230928224838-00159.warc.gz","language_score":0.7360243201255798,"token_count":257,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__214109367","lang":"en","text":"Pressure-Compensated Control Disk Valves of Type 23с\nThe pressure-compensated control disc valves DN 80-200 of type 23с are intended for the control of the working medium flow or pressure.\nThe medium flow through the valve is regulated by means of changing the area of passage section, which is achieved when turning the spool with regard to the seat.\nThey are not used as shutoff devices.\n|Designation||DN, mm||Рр, MPa||Weight without Electric Actuator, kg|","domain":"hydraulic_engineering"}
{"url":"https://navigation.danube-region.eu/projects/page/3/","date":"2023-09-25T23:59:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510100.47/warc/CC-MAIN-20230925215547-20230926005547-00060.warc.gz","language_score":0.9144245386123657,"token_count":479,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__161799133","lang":"en","text":"The aim of the project is to ensure the infrastructure for the deployment of alternative fuels in synergy with other projects on scientific research and pilot deployments of LNG vessels, LNG master plan etc. By the end of 2018, a feasibility study will be prepared, laying the groundwork for the construction of the LNG terminal.\nThe project entails the upgrading of the basic port infrastructure, the supporting transhipment facilities and the port's connections with the rail and road network.\nNational project (DE) Several rehabilitation measures were already conducted at the lock Erlangen at the Main-Danube Canal in order to maintain its functionality. Until 2028, a replacement construction will be built 300m north of the existing weir and lock.\nNational project (DE) The designed life span of 80 years is already exceeded and major rehabilitation of both lock chambers as well as the weir complex is necessary. The overhaul project aims to improve the reliability and safety of the navigation lock infrastructure, eliminating the occurrence of long closures and preventing malfunctions.\nNational project (RS) The main objective of the project is to provide the prescribed fairway parameters on the Sava river between Belgrade and the border with Croatia (Serbian Sava stretch). On this river stretch five major bottlenecks will be removed until 2020.\nNational project (DE) The upgrade of the Upper Main to class Vb is intended to enable a fairway depth of 2.9m, increasing the possible depth by 4 dm. Planning, approval and construction phases are conducted subsequently for different sections and are expected to be completed by 2020.\nNational project (DE) Sole objective of this infrastructure project is the deepening of the fairway on the Lower Main between the Rhine mouth (rkm 0.0) and Aschaffenburg (rkm 84.5), in order to enable a draught of 3.1 m.\nNational project (DE) Germany and Bavaria agreed on the realization of Variant A for the upgrade of the Danube between Straubing and Vilshofen, aiming to increase the possible draught loaded at low navigable water level by 20cm, from 1.60m to 1.80m. In a first step urgent flood prevention measures and selected activities of Variant A will be realized in the section from Straubing to Deggendorf (subsection 1).","domain":"hydraulic_engineering"}
{"url":"https://www.toyo-hoists.com/hydraulic-bottle-jack/","date":"2022-07-06T09:11:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104669950.91/warc/CC-MAIN-20220706090857-20220706120857-00090.warc.gz","language_score":0.8070050477981567,"token_count":161,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__117073460","lang":"en","text":"- The oil cylinder is sealed with Y type polyurethane seal, which can resist low pressure leakage.\n- The whole structure is stable and reliable with flexible movement.\n- High lift design, suitable for various models.\n- Safety valve is designed to prevent overload and ensure safety.\n- Double pumps lift up quickly and operate efficiently.\n- Universal rear wheel, easy to move.\n|Model||Loading Capacity (T)||Minimum Height(mm)||Maximum Height (mm)||Net Weight||Packing size (mm)|","domain":"hydraulic_engineering"}
{"url":"http://www.absa.co.za/Absacoza/About-Absa/Absa-Group/BEE/Empowerment-Financing","date":"2013-06-19T18:25:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368709006458/warc/CC-MAIN-20130516125646-00058-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.8787209987640381,"token_count":184,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__108847069","lang":"en","text":"The Absa Group provides financing to multiple BEE initiatives. In one of its BEE transaction financing initiatives Absa underwrote a project finance revolving facility for R300 million for the Trans-Caledon Tunnel Authority for the Berg Water Project. This financing is going towards the construction of a dam with a gross storage capacity of 130 million m3 on the Berg River and a supplemental scheme on the Dwars River outside Franschhoek.\nAbsa has also underwritten a revolving project finance facility for R1 billion and a bridging facility for R100 million. These funds will be used for the Vaal River Eastern Subsystem Augmentation Project, which involves the construction of a 122 km pipeline to deliver water from the Vaal Dam to the Knoppiesfontein diversion structure, which discharges into either the Trichartsfontein or Bosjesspruit dams near Secunda.","domain":"hydraulic_engineering"}
{"url":"https://bondfield.com/portfolio/water-waste-treatment/dufferin-reservoir-expansion-phase-two.php","date":"2019-04-25T10:25:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578716619.97/warc/CC-MAIN-20190425094105-20190425120105-00074.warc.gz","language_score":0.8325085043907166,"token_count":92,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__122131430","lang":"en","text":"Dufferin Reservoir Expansion Phase Two\nCity of Toronto\nProject Completion Date\nType of Contract\nThe construction consisted of the expansion of the Dufferin Reservoir in Vaughan, Ontario. The project included a fully buried reservoir, removal of an existing sewage tank and installation of a new septic system. The project also involved re-grading of existing reservoir slopes; repair and modification works for the existing reservoir, and an above-ground valve house.","domain":"hydraulic_engineering"}
{"url":"http://yourpetid.co/concrete-slab-drain/","date":"2020-02-19T00:15:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875143963.79/warc/CC-MAIN-20200219000604-20200219030604-00221.warc.gz","language_score":0.8097748160362244,"token_count":469,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__178511099","lang":"en","text":"leaky shower drain repair installation diagram bathroom and bathtubs in concrete slab on floor cut drainage design the c.\nconcrete slab drain floor slope drains and garage coatings.\nhow to install a shower drain in concrete floor installing slab drainage replace sho.\nconcrete floor drain plumb the using a special leak proof assembly slab drainage system sewer od.\nbathroom plumbing diagram concrete slab cause cure of odors traced to floor drains laundry room ideas drain minimum slope for drainage sl.\nbasement waterproofing concrete slab drain drainage problem sub system.\nsewer gas odor traced to dry floor drain connected line c concrete slab rough in odors.\nshower on concrete slab home architecture romantic pan of system drain flooring supply drainage pipe.\nconcrete floor drain garage plastic cover carpet removal slab drainage pipe.\ncommon types of basement drain systems concrete slab drainage system.\n4 concrete slab drain drainage design how to a n slope.\ninstall a drain in your concrete floor slab for.\na lateral drain installation in progress wet basement concrete slab floor drainage minimum slope for precast slabs slo.\nslab on grade versus framed journal of architectural engineering vol no 4 concrete drain pipe.\nconcrete slab drain rough in tub connection.\nshower channel concrete slab installation drain floor slope.\ndrain for concrete slab installing bathtub on a new lines under floor slope drainage.\nbasement bathroom shower drain installation in concrete slab drainage design.\nconcrete cancer risk slab drain minimum slope for drainage how to repair a under.\nperforated precast concrete cover slabs for drains slab drain floor drainage.\nremoving old shower drain cutting for inline concrete slab drainage system zero clearance.\nfloor drains in concrete drain linear shower slab drainage slope concr.\nthe concrete around this storm drain had settled and cracked leaving a trip in church parking lot i removed old fill slab lines repa.\ninstalling bathtub on concrete slab gallery of tiles for how to install drain floor cover.\nrestoring a concrete slab floor with fresh after it and installing weeping tile drain drainage slope.\nshower on concrete slab with linear drain tile floor slope a cozy pan show in founda.\ninstalling a basement around floor drains remodeling concrete slab drain drainage.\nimage result for drain through concrete slab floor drains in.","domain":"hydraulic_engineering"}
{"url":"https://news.loomsolar.com/utility-scale/worlds-largest-floating-solar-power-plant/","date":"2023-09-25T19:38:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510085.26/warc/CC-MAIN-20230925183615-20230925213615-00735.warc.gz","language_score":0.9284253716468811,"token_count":357,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__175691534","lang":"en","text":"Bhopal: The world’s largest floating 600 MW solar energy project to be constructed at Omkareshwar dam on Narmada river in Khandwa district of Madhya Pradesh will begin power generation by year 2022-23. The estimated investment in this project stands at Rs 3,000 crore, said an official release quoting the state’s new and renewable energy minister Hardeep Singh Dang on Tuesday.\nThe International Finance Corporation, World Bank and Power Grid have granted in-principle consent for providing aid for the said project development.\nThe primary feasibility study of the project has been completed in collaboration with the World Bank. The project is likely to begin power generation by year 2022-23, the minister said.\nDang said that the work of transmission line route survey will begin from the project area to Khandwa sub-station by power grid this month.\nTender for the study of environmental and social impact of the project area is also being issued. Madhya Pradesh Power Management Company has agreed to purchase 400 MW power from the project, he said.\nThe project will have floating solar panels of 600 MW power generation capacity in the backwaters of Omkareshwar dam. It is estimated that in 2 years, the project will start providing cheap and good quality power.\nElectricity will be produced in about 2000-hectare water area by installing solar panels in the dam. Solar panels will float on the surface of the water in the reservoir, the release said.\nWhen the water level of the dam is low, it will automatically adjust upwards and downwards. Strong waves and floods will have no effect on them. The sun’s rays will continue to produce electricity, it added.\nSource:- Economic Times","domain":"hydraulic_engineering"}
{"url":"https://www.mwa.org.my/publication-listing/?itemid=52","date":"2022-07-07T12:57:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104692018.96/warc/CC-MAIN-20220707124050-20220707154050-00084.warc.gz","language_score":0.8504124283790588,"token_count":449,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__54931674","lang":"en","text":"Possible Application of HEC-HMS to Estimate Peak Flow over Non-Dendritic Catchment-converted\nAuthors: Nurul Atiqah Iliyani Malekke*, Zubaidi Johar, Nasehir Khan E.M.Yahya, Mohd Aminur Rashid Mohd Aminuddin Arumugam, Mohd Hafifi Mat Nazir\nRiver Basin Research Centre, National Hydraulic Institute of Malaysia (NAHRIM),Lot 5377, Jalan Putra Permai, 43300 Seri Kembangan, Selangor, Malaysia.\nCorresponding author: firstname.lastname@example.org\nAbsence of study on hydrological modelling for non-dendritic catchment system has leads to difficulties in understanding the precipitation-runoff condition, designing flood risk assessment and flood mitigation action. The purposed of this study is to developed a hydrological model for Santubong River catchment and assess the possible application of Hydrological Modeling System (HEC-HMS) in estimating peak flow over non-dendritic catchment. Two types of model were created (three outlets and separated outlet)to simulate the peak flow of each model. To account the loss, runoff estimation and flow routing, initial and constant, Clark Unit Hydrograph and Muskigum methods were used respectively. After calibration and validation, separated outlet model peak discharge for O1 (44 m3/s), O2 (51.1 m3/s) and O3 (47.3 m3/s) are well fitted with the observed hydrograph compared to peak discharge in three outlets model. The result for statistical analysis showed that model performance (NSE=0.972) and the correlation (R2=0.984) for separated outlet model is appropriate for hydrological model in Santubong River catchment.\nKeywords: Santubong River, non-dendritic, HEC-HMS, peak flow, Nash-Sutcliffe efficiency(NSE)","domain":"hydraulic_engineering"}
{"url":"https://bangladesheconomy.wordpress.com/2011/02/12/tk-284cr-water-management-project-for-sw-region/","date":"2018-06-20T03:47:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267863411.67/warc/CC-MAIN-20180620031000-20180620051000-00036.warc.gz","language_score":0.92481529712677,"token_count":176,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__236180584","lang":"en","text":"Tk 284cr water management project for SW region\nKHULNA, Feb 12: The government with the assistance of the Asian Development Bank (ADB) and the Netherlands government has undertaken a water development project for alleviating poverty in the southwestern region. The Taka 284 crore project is spread over six districts of the region- Narail, Jessore, Faridpur, Rajbari, Magura and Gopalganj, officials said.\nBangladesh Water Development Board is executing the project in cooperation with the Local Government Engineering Department, Department of Agriculture Extension (DAE) and the Cooperatives Division. The project will be completed by June 2013.\nThe officials said works to be done under the project are: excavation and re-excavation of canals, construction and repairing of regulators and embankments and construction of sluice gates.","domain":"hydraulic_engineering"}
{"url":"http://newsodisha.in/hirakud-to-get-additional-spillway/","date":"2019-03-18T21:36:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912201707.53/warc/CC-MAIN-20190318211849-20190318233849-00196.warc.gz","language_score":0.9302683472633362,"token_count":80,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__150497450","lang":"en","text":"Bhubaneswar: The Odisha government today decided to construct an additional spillway at Hirakud dam in Sambalpur.\nThe construction will cost Rs 500 crore. The work will be completed in three years, informed Water Resources secretary Pradeep Jena.\nThe World Bank will provide financial assistance for the new construction. The tender has been floated for the same, he added.","domain":"hydraulic_engineering"}
{"url":"https://scandasia.com/1961-sweco-awarded-hydropower-study/","date":"2022-12-03T18:46:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710936.10/warc/CC-MAIN-20221203175958-20221203205958-00638.warc.gz","language_score":0.9646026492118835,"token_count":138,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__27730541","lang":"en","text":"The Swedish consulting firm Sweco has been awarded a SEK 12 million pre study contract to scrutinize details in a projected hydropower project in central Vietnam. The contract is worth SEK 12 million and the study should be finished within 2006. In this project, Sweco has been commissioned to evaluate technical details in, as well as the expected environmental and social effects from, the construction of the Song Bung 4 hydropower plant. Sweco has for the past few years worked with several hydropower projects in Vietnam. The new contract is commissioned by the Asian Development Bank, ADB, which needs a project evaluation before it can grant any loans to Vietnam for the power plant construction.","domain":"hydraulic_engineering"}
{"url":"http://indianpostmarks.blogspot.com/2011/08/kevadia-colony-sardar-sarovar-project.html","date":"2019-05-21T01:47:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232256184.17/warc/CC-MAIN-20190521002106-20190521024106-00558.warc.gz","language_score":0.9540864825248718,"token_count":207,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__99337589","lang":"en","text":"The Sardar Sarovar Dam is a dam on the Narmada River near Navagam, Gujarat, India. The dam is the largest dam in and part of the Narmada Valley Project, a large hydraulic engineering project involving the construction of a series of large irrigation and hydroelectric multi purpose dams on the Narmada River. The project only took form in 1979 as part of a development scheme to increase irrigation and produce hydroelectricity. The project has the potential to feed as many as 20 million people, provide domestic and industrial water for about 30 million, employ about 1 million, and provide valuable peak electric power in an area with high unmet power demand (farm pumps often get only a few hours power per day). In addition, recent research shows substantial economic multiplier effects (investment and employment triggered by development) from irrigation development.\nThe cancellation shows the Dam.\nCancellation was introduced on 9.10.1990\nThe Post Master\nKevadia Colony S.O- 393151","domain":"hydraulic_engineering"}
{"url":"https://skcoindustries.com/tom-wheatly-valves-1","date":"2021-05-12T05:50:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-21/segments/1620243991252.15/warc/CC-MAIN-20210512035557-20210512065557-00071.warc.gz","language_score":0.8516941666603088,"token_count":128,"dump":"CC-MAIN-2021-21","global_id":"webtext-fineweb__CC-MAIN-2021-21__0__209632746","lang":"en","text":"WHEATLEY Series 500 check valves are fire-tested carbon steel flanged end check valves with a full-open, through-conduit design for low pressure drop and less turbulence.\n316 stainless steel trim compatible with a broad range of media and operating conditions\nFull-open, through-conduit design for low pressure drop, less turbulence, and easy passing of pigs and spheres\n90-durometer, peroxide-cured seals compatible with a broad range of media and operating conditions\nVertical flow up or horizontal installation\nReduced installation guesswork\nConformance to NACE MR0175/ISO 15156","domain":"hydraulic_engineering"}
{"url":"https://publiceyenews.com/lhda-launches-procurement-for-lhwp-major-bridges/","date":"2023-09-23T04:29:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506479.32/warc/CC-MAIN-20230923030601-20230923060601-00011.warc.gz","language_score":0.9060770869255066,"token_count":422,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__45982883","lang":"en","text":"MASERU – The Lesotho Highlands Development Authority (LHDA) has launched procurement processes for two major bridges, marking the last step in the procurement of Phase II major works construction.\nTenders for the construction of the Mabunyaneng and Khubelu bridges under Phase II of the Lesotho Highlands Water Project (LHWP) were advertised on Thursday last week. The procurement for the two smaller bridges follows the tender for the biggest of the three Phase II major bridges, the Senqu River Bridge in March this year.\n“Procurement for the construction of the two bridges construction also follows the start of the Polihali transfer tunnel and Polihali Dam construction tenders in May and August respectively. It marks the last step in the procurement of Phase II major works construction,” LHDA’s Division Manager Ntsoli Maiketso said in a statement.\nMaiketso added that each of the tenders is another step on LHDA’s journey to deliver Phase II of the LHWP on behalf of the government of Lesotho and South Africa as well as advance the economies of the two countries.\nThe new Khubelu and Mabunyaneng River bridges will be located upstream of the two existing bridges along the A1 road to provide access to Mokhotlong town across the two bridges. The construction of the major bridges will be carried out under two separate contracts.\nPhase II of the LHWP builds on the successful completion of Phase I in 2003. It delivers water to Gauteng region of South Africa and utilizes the water delivery system to generate hydroelectricity in Lesotho.\nThe major works of Phase I included the construction of the Katse Dam, the transfer and delivery tunnels, Matsoku Weir, Muela Hydropwer Plant and the Mohale Dam. The Phase II water transfer component comprises a dam at Polihali and a gravity tunnel that will connect the reservoir at Polihali with the Katse Reservoir.","domain":"hydraulic_engineering"}
{"url":"http://fredpedler.com/public/content/default.asp?xcid=333","date":"2013-05-22T09:14:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368701543416/warc/CC-MAIN-20130516105223-00080-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9479555487632751,"token_count":192,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__120256191","lang":"en","text":"|Home > GRFMA > The Scheme > South Para Reservoir Modification\nSouth Para Reservoir Modification\nModifications to the South Para Reservoir dam wall and spillway are proposed that will increase the mitigation capability of the reservoir. This will have the affect of reducing the flow in the Gawler River for major storm events.\nThe proposal is to raise the dam wall by 1.0 metre and raise the spillway by 1.57 metres but include a 10 metre wide slot. These modifications would have the effect of constructing a flood control storage on top of the full storage level of the reservoir. A paper presented to the ANCOLD 2005 Conference that describes a risk assessment approach to upgrading the reservoir and undertaking the proposed modifications can be downloaded from this page. Construction of these works will be undertaken at a cost to the Scheme by SA Water, possibly in conjunction with dam safety upgrading, and is planned to be completed by July 2010.","domain":"hydraulic_engineering"}
{"url":"http://tainstruments.co/outdoor-drainage-grates/","date":"2019-12-14T06:11:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540584491.89/warc/CC-MAIN-20191214042241-20191214070241-00241.warc.gz","language_score":0.8162046670913696,"token_count":504,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__172194282","lang":"en","text":"iron drain grate cast for public spaces age trench grates outdoor drainage perth.\nmetal grates for drainage common grate left more bicycle friendly right outdoor drain home lef.\nconcrete grates drains resin drainage channel with stainless steel grate precast outdoor adelaide.\niron age cast grates are offered in a variety of patterns outdoor drainage drain home.\nanti slip outdoor drain grate covers serrated steel trench grates drainage metal sale.\ngrates outdoor drainage metal.\noutdoor drain channel plastic water and grate drainage grates melbourne china.\noutdoor drainage age landscape solutions grates shower systems yard pa round metal mats home dep.\ndeep series in w x d l outdoor drainage grates landscape n.\ncatch basin and pipe outdoor drainage grates perth project.\nmetal outdoor drainage grates yard drain covers trench cover sump rainwater grate buy gratings steel product on d.\nout door drain ideas about drainage grates on trench regarding outdoor detail drawing cad metal china s.\nchina outdoor drain grate linear shower grates floor wire drainage yard.\ngalvanized outdoor drain grates stainless steel floor grate drainage perth.\ndrain grates metal covers outdoor drainage galvanized stainless steel floor grate.\nhot dip galvanized outdoor drain grates grating cover suppliers drainage exterior china.\nstainless outdoor drainage grates perth steel trench drain gallery of cover grating delightful awesome lin.\nhome outdoor drains drainage grates adelaide platinum grate.\ndecorative outdoor drain grates chief trench drains garden drainage perth.\nthermoplastic grate 8 9 ductile iron 1 2 3 outdoor drainage grates metal drain pro s channel system.\ngrate drainage for the top of driveway at road sloped with a gutter to outdoor grates perth.\nhome outdoor drains drainage grates melbourne.\nst yard drains outdoor drainage grates metal drain.\nsidewalk trench drains water covers outdoor drain grates patio deck drainage melbourne.\nstainless steel outdoor drain cover trench grating swimming pool drainage grates perth.\ndrainage grates for all applications outdoor exterior.\noutdoor drainage grates melbourne channel drain maintenance how remove grate.\noutdoor metal trench drain grates corrosion resistant steel grating drainage exterior sale.\nround plastic grate black outdoor drainage grates drain home p.\ndeep outdoor drainage grates yard n.\noutdoor drainage grates custom shower and drains round.","domain":"hydraulic_engineering"}
{"url":"https://www.crewes.org/Documents/ResearchReports/abstract.php?docid=CRR200959&year=2009","date":"2023-09-26T23:17:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510225.44/warc/CC-MAIN-20230926211344-20230927001344-00223.warc.gz","language_score":0.8942793607711792,"token_count":154,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__81016695","lang":"en","text":"Numerical fluid flow modelling and its seismic response in time-lapse\nVanja Milicevic, Robert James Ferguson\nA timelapse reservoir characterization study is performed on a model of a producing reservoir. This model reservoir has two injection wells and one producer. Pressure and saturation models are obtained from numerical simulation of reservoir properties and fluid flow for a number of calendar days. Integration of saturation models and Gassmann's relations delivers compressional wave velocity models for each calendar day, and finitedifference algorithms are used to generate synthetic data for comparison; specifically, we compare 2D acoustic and 3C-3D elastic forward modelling. Examples show subtle similarities and differences between the models. Both, acoustic and elastic, models prove to be valuable tools in reservoir characterization.","domain":"hydraulic_engineering"}
{"url":"https://graphics.tudelft.nl/cgv-colloquium-friday-june-8th/","date":"2019-04-22T17:19:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578558125.45/warc/CC-MAIN-20190422155337-20190422180330-00016.warc.gz","language_score":0.8783267736434937,"token_count":177,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__172222183","lang":"en","text":"You are cordially invited to attend our next Computer Graphics and Visualization (CGV) Seminar/ Colloquium, which will be held on:\nFriday, June 8th, 2018, 15:45-16:45h, at EWI-Lecture Hall Pi.\nThe programme features a MSc graduation project midterm presentations.\nPresenter 1: Anshul Khandelwal\nTitle: Reservoir Characterization using a Geometric Approach\nAbstract: The project is aimed at calculating the storage capacities of water reservoirs built after 2000 using remote sensing data of the surrounding landscapes. The motivation of the project is to improve the anthropogenic impacts on Global Hydrological Models (GHMs) used to predict water availability globally. Evaluation of the model will be done using the Shuttle RADAR Topography Mission (SRTM) data collected by NASA in 2000.","domain":"hydraulic_engineering"}
{"url":"http://www.nyvcon.com/eng/portfolio/brigdes/vigeland-bridge/","date":"2021-09-16T11:17:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780053493.41/warc/CC-MAIN-20210916094919-20210916124919-00341.warc.gz","language_score":0.9342364072799683,"token_count":239,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__98390601","lang":"en","text":"Foundations and flood control of Vigeland Bridge in Lindesnes County.\nVerification of the flood situation, as well as assistance for the construction and engineering.\nVigeland Bridge is a new 3-span bridge in concrete that crosses the river Audna in the Vigeland Centre. Upstream the site, the river is prone to flooding so that the management of water levels has been a central issue for the construction phase.\nNyvoll Consult as assisted AF Anlegg with optimizing of foundations and to adapt the rivers water levels and flood situation. The work has included procedures that describe the preparedness to deal with flooding during the construction phase and construction of formwork and emergency planning.\nThe bridge has a total length of 64m and is founded on the abutments up to each Bank, in addition to the two foundations in the river that provides 3 main spans. The superstructure is a cast concrete structure that is founded on the affected steel piles to rock. Depth to bedrock varies from almost none at the eastern riverbank up to 50m for the western abutments.\nNyvoll Consult as\nSvein Ove Nyvoll","domain":"hydraulic_engineering"}
{"url":"https://www.swederski.com/project-detail.asp?galleryNumber=66&type=project","date":"2019-12-07T07:18:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540496492.8/warc/CC-MAIN-20191207055244-20191207083244-00322.warc.gz","language_score":0.9822578430175781,"token_count":102,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__51230861","lang":"en","text":"This project was completed in the winter of 2010. The objective of this project was to install a new concrete retaining wall before the existing concrete retaining wall fell apart completely and allowed the owners yard to be washed into the lake. The work was completed in the winter when the lake water was at itís lowest. The new retaining wall foundation consisted of a reinforced footing keyed into the lake bottom, and a reinforced sloped foundation wall. The wall was formed one sided and it was cast against the existing concrete wall.","domain":"hydraulic_engineering"}
{"url":"https://parkridge.us/news_detail_T7_R46.php","date":"2022-08-08T22:08:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570879.1/warc/CC-MAIN-20220808213349-20220809003349-00440.warc.gz","language_score":0.920846700668335,"token_count":124,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__18783695","lang":"en","text":"Marvin Parkway Flood Control Project - Construction Start\nThe Marvin Parkway Flood Control Project is scheduled to start the week of July 19, 2021. This project involves the construction of a large underground detention vault under the median of Marvin Parkway, between Seminary and Wilkinson. It also includes sewer work, watermain replacement, and pavement work.\nTraffic control signage will be installed this week. All of the trees in the median will be removed. Excavation of the median and installation of the underground vault will follow.\nThis project is estimated to be complete in December, 2021. The contractor is Berger Excavating.","domain":"hydraulic_engineering"}
{"url":"https://www.bibus.in/products-solutions/mech/industrial-measuring-devices/analogue-level-measurement/","date":"2023-03-22T00:03:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296943747.51/warc/CC-MAIN-20230321225117-20230322015117-00723.warc.gz","language_score":0.8783858418464661,"token_count":258,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__26309259","lang":"en","text":"Analogue Level Measurement\nAnalog level measurement with a reed chain is used to measure the filling levels continuously. These level measurement models are available up to 3000mm in length and can be used in all kinds of liquids. There are different models available according to customer requirements.\n- Analogue level measurement reed chain stainless steel\n- Analogue level measurement reed chain plastics\n- Analogue level measurement reed chain brass\n- Analogue level measurement magnetostrictive NAMW\n- Analogue level measurement magnetostrictive FSMB\nStainless steel analog level measurement with a reed chain has a sliding tube made of stainless steel. This model is suitable to operate at high temperatures. Analog steel level measurement model is widely used in shipbuilding, petrochemical and chemical sector, hydraulic power packs, food- and beverage industry, and more. Customers have an option to add a temperature sensor if required.\nMagnetostrictive analog level measurement is used for high-precision and continuous level measurement. A customer can choose temperature measuring and interface layer measurement if needed. Magnetostrictive level measurement has two models magnetostrictive NAMW & magnetostrictive FSMB. These devices can be used in almost all kinds of fluids.","domain":"hydraulic_engineering"}
{"url":"https://www.oideal.in/products/t198","date":"2023-03-23T05:26:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296944996.49/warc/CC-MAIN-20230323034459-20230323064459-00798.warc.gz","language_score":0.907710611820221,"token_count":101,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__141426899","lang":"en","text":"Water level indicator | ready to use water level indicator model | working model of water level indicator | water level indicator on PCB ( Multicolour)\nIt is convenient to install, efficient; beautiful and new design Water Level Indicator Kit. It is suitable for kids, teacher, and schools. Connect the battery and it's ready to go. We have a very detailed user manual, including a schematic diagram, assemble instruction.100% working product.\nShare this item:","domain":"hydraulic_engineering"}
{"url":"http://steadyrun.com/differences-and-comparison/difference-between-impulse-turbine-and-reaction-turbine/","date":"2018-08-15T20:40:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221210304.2/warc/CC-MAIN-20180815200546-20180815220546-00664.warc.gz","language_score":0.9282554388046265,"token_count":220,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__183262534","lang":"en","text":"Distinguish, differentiate, compare and explain what is the difference between impulse and reaction turbine. Comparison and Differences.\nComparison and Difference between Impulse and Reaction Turbine\n1. Impulse turbine works on the principle of impulse while Reaction turbine works on the principle of reaction i.e. backward force developed opposite to a certain action.\n2. In impulse, the energy available at the inlet is only kinetic energy and the pressure is atmospheric. In reaction, the energy available at the inlet is both kinetic energy and pressure energy.\n3. In an impulse, water flows along the tangent of the runner. Thus it is called tangential flow. In reaction, water flows in the radial direction through the runner. Thus it is called radial flow.\n4. The impulse turbine is used for high heads ranging from 150 to 2000 m. The total head of the reaction turbine ranges from about 30 to 500 m.\n5. It is possible to regulate the flow without loss in impulse turbine where as in reaction, it is not possible to regulate the flow without loss.","domain":"hydraulic_engineering"}
{"url":"https://energypress.eu/balkan-hydropower-projects-the-focus-of-upcoming-belgrade-forum/","date":"2023-09-26T01:48:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510130.53/warc/CC-MAIN-20230926011608-20230926041608-00840.warc.gz","language_score":0.910887598991394,"token_count":207,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__150808143","lang":"en","text":"Leading authorities, including ministers, major investors, flagship hydropower plan decision-makers, investment project initiators, as well as regulators, will focus on Balkan hydropower projects at the 3rd Annual International Investment Summit and Exhibition “Hydropower Balkans 2019”, scheduled to be held in Belgrade on November 7 and 8.\nProspective hydropower projects in the Balkan region include Serbia’s Buk Bijela HPP, with a capacity of over 180 MW, budgeted at 193 million euros; as well as the Vrilo pumped-storage hydropower plant planned for Bosnia and Herzegovina, an 89 million-euro investment with a 66-MW capacity planned to start operating in 2023.\nFor event details, contact Olga Zhogal, Forum Director\nTel. +44 207 394 3090","domain":"hydraulic_engineering"}
{"url":"http://www.awamipolitics.com/mangla-and-tarbela-dam-3959.html","date":"2018-06-21T01:01:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267863980.55/warc/CC-MAIN-20180621001211-20180621021211-00157.warc.gz","language_score":0.9779185056686401,"token_count":166,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__175153862","lang":"en","text":"The Mangla Dam is located on the Jhelum river near the village of Mangla, about 32 km from Jhelum town. As a multi-purpose project, Mangla Dam was completed in 1967 with a gross storage capacity of 5.35 MAF (Million Acre Feet ) and live storage capacity of 4.81 MAF.\nIt has a lake area of 250 km. The present generating capacity of the dam is 800 MW with an ultimate capacity of 1000 MW. The Tarbela Dam is located on the Indus near the village of Tarbela about 47 km upstream from Attock.\nIt is a multi-purpose project designed to store water during the monsoons when the Indus swells and flood waters become a hazard for the surrounding areas and go waste into the Arabian Sea.","domain":"hydraulic_engineering"}
{"url":"https://www.npkrka.hr/en_US/kulturna-bastina/industrijska-bastina/hidroelektrana-miljacka/","date":"2023-12-10T10:21:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679101779.95/warc/CC-MAIN-20231210092457-20231210122457-00582.warc.gz","language_score":0.9626082181930542,"token_count":272,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__270301352","lang":"en","text":"The Miljacka hydroelectric power plant\nThe Miljacka hydroelectric power plant is the largest hydroelectric power plant on the Krka River, and at the time of its construction it was one of the most powerful hydroelectric power plants in Europe.\nDue to large production and exports, and insufficient quantities of electricity, the management of the SUFID factory decided to build a new hydroelectric power plant in the upper course of the Krka at the foot of the Manojlovac waterfall. After many years of preparatory work and changes to the concession holders, work on the construction of a new hydroelectric power plant began in 1903, and on December 12, 1906, the power plant received an operating permit. It entered regular stable operation in early 1907. The water from Brljan Lake was brought to the power plant through a 1588 m long tunnel, with a water drop of 107.3 m, and the available amount was 16 m3/s. Four turbines with a capacity of 24,000 hp and a voltage of 30,000 V were installed. The power plant was connected to the factory in Šibenik by a 34.5 km long transmission line. The total investment in this power plant and transmission line amounted to 6,820,000 Austrian gold crowns, with a concession duration contract of forty years.","domain":"hydraulic_engineering"}
{"url":"http://mam.tubitak.gov.tr/en/haber/deriner-hydroelectric-power-plant-control-system-put-service","date":"2020-04-04T10:02:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370521574.59/warc/CC-MAIN-20200404073139-20200404103139-00265.warc.gz","language_score":0.9559142589569092,"token_count":262,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__183016644","lang":"en","text":"The power plant control system developed for the Deriner Hydroelectric Power Plant (HPP) has been commissioned at the first unit of the HPP.\nThe power plant control system that was developed by TÜBİTAK MAM Energy Institute Power Plant Control Technologies Group has been put into service at the first unit of the Deriner HPP operated by the HPPs Department of Electricity Generation Company (EÜAŞ). The project that was initiated in July 2017 covers the development and renewal of units, switchgears, auxiliary systems, spillway control systems, control room and server systems with modern approaches. The new control and command systems to be commissioned at the end of the project are expected to improve the operational efficiency and availability of the plant, to ensure secondary frequency control and to achieve system continuity and cyber security. The project is planned to be completed in 2019.\nThe Deriner HPP consists of 4 units with an installed capacity of 670 MW. It is the 6th largest hydroelectric power plant of Turkey. In 2016, it met 0.7% of Turkey’s electricity demand by generating approximately 2 billion kWh of electricity.\nThis has been the first “over-100 MW commissioning” completed and experienced by the Power Plant Control Technologies Group.","domain":"hydraulic_engineering"}
{"url":"http://wthitv.com/weather-alerts/","date":"2015-11-29T01:35:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-48/segments/1448398455135.96/warc/CC-MAIN-20151124205415-00161-ip-10-71-132-137.ec2.internal.warc.gz","language_score":0.7905333638191223,"token_count":228,"dump":"CC-MAIN-2015-48","global_id":"webtext-fineweb__CC-MAIN-2015-48__0__98986404","lang":"en","text":"The following area is affected:\n1039 AM CST SAT NOV 28 2015\nThe Flood Warning continues for\nThe Little Wabash River near Clay City.\n* Until late Wednesday night.\n* At 945 AM Saturday the stage was 18.2 feet.\n* Flood stage is 18.0 feet.\n* Minor flooding is occurring and Minor flooding is forecast.\n* Forecast...The river will continue rising to near 20.1 feet by\nMonday morning. The river will fall below flood stage Wednesday\n* Impact...At 18.5 feet...Wilcox Bridge Lane floods just east of the\nLittle Wabash River near the gage location. Blueflower Lane\nsoutheast of the gage begins to flood.\nFld Observed Forecast 6AM\nLocation Stg Stg Day Time Sun Mon Tue\nLittle Wabash River\nClay City 18 18.2 Sat 10 AM 19.9 20.1 19.9\nLAT...LON 3878 8846 3871 8829 3860 8820 3860 8832\n3867 8838 3870 8846","domain":"hydraulic_engineering"}
{"url":"http://yorkuae.com/level-indicator-musaffah-abudhabi-uae.php","date":"2021-12-05T00:59:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363134.25/warc/CC-MAIN-20211205005314-20211205035314-00076.warc.gz","language_score":0.9066932201385498,"token_count":89,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__193351861","lang":"en","text":"Level indicators are using for continuous indication of the liquid level in a storage platform. Standard technologies used to measure level include floats, pressure or depth sensors, ultrasonic detection, and conductivity level measurement. These devices are used to determine the level of liquid in tanks, drums, pressure vessels, etc.\nThere are many level indicators to suit the requirements of various applications. Depending on the type of application uses, the level indicator should be selected.","domain":"hydraulic_engineering"}
{"url":"https://planning.gov.mv/en/news/hdhneykurendhoo-bandharu-apgreyd-kurumuge-masahkai-emteeseeseeaa-havaalukohfi","date":"2022-12-05T10:07:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446711016.32/warc/CC-MAIN-20221205100449-20221205130449-00322.warc.gz","language_score":0.9147516489028931,"token_count":179,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__297947729","lang":"en","text":"MTCC contracted for the harbor upgrade project of Hdh. Neykurendhoo\n31 October 2022\nThe government has contracted the harbor upgrade project of Hdh. Neykurendhoo to Maldives Transport and Contracting Company (MTCC).\nDirector-General, Fathimath Shaana Farooq signed the contract on behalf of the Ministry, while the Chief Operations Officer, Shahid Hussain Moosa signed the contract on behalf of the company.\nThis project will consist of the construction of a 290-meter breakwater, 76-meter channel breakwater, 166 meter revetment. More over, constructing pavement of 1859 square meter, construction of a ramp and an access platform will be done under the project.\nThe total cost of this project is MVR 47,621,920.40 and is expected to be completed within 365 days.","domain":"hydraulic_engineering"}
{"url":"https://gruenwelt-shop.de/en/shop/tillers-en/attachments-en/gruenwelt-gw-wp1100/","date":"2023-12-05T04:32:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100545.7/warc/CC-MAIN-20231205041842-20231205071842-00317.warc.gz","language_score":0.8937880992889404,"token_count":230,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__46463446","lang":"en","text":"The Grünwelt GW-WP1100 water pump can be mounted on a Weima 1100-6-seria tillers with a power take-off (PTO) shaft. The GW-WP1100 pump is designed for pumping water from wells and pools, watering the garden, draining flooded areas and other works with water.\nThe Grünwelt GW-WP1100 water pump is installed directly on the power take-off shaft of the two-wheel tractors. This model is easy to maintain, it is very reliable and does not require any special knowledge or skills for using. The impeller of the water pump is made of cast iron, and the body is made of aluminum.\n- GTIN: 4260614710566\n- Suitable for: Weima WM1100-6-seria\n- Capacity: 36 m³ / h\n- Max. head height: 30 m\n- Intake manifold connector: 50 mm\n- Pressure line connection: 50 mm\n- Max. suction height: 8 m\n- Drive model: PTO\n- Water pump Grünwelt GW-WP1100","domain":"hydraulic_engineering"}
{"url":"https://www.construction.morgansindall.com/news/morgan-sindall-and-grontmij-awarded-contract-improve-scarboroughs-bathing-waters","date":"2020-08-14T00:32:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439739104.67/warc/CC-MAIN-20200813220643-20200814010643-00117.warc.gz","language_score":0.9290002584457397,"token_count":481,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__1568786","lang":"en","text":"Morgan Sindall and Grontmij awarded contract to improve Scarborough's bathing waters\nThe Morgan Sindall Grontmij joint venture (MGJV), has been awarded a circa £26 million project from Yorkshire Water Services to improve Scarborough’s bathing water quality.\nThe project involves the construction of additional storm water storage facilities at Wheatcroft Sewage Pumping Station as well as a new 25 metre diameter, 35 metre deep storage shaft at Toll House Pumping Station. The MGJV team will also construct diversion and reconnection tunnels between the existing sewer, Toll House pumping station and a new Combined Sewer Overflow (CSO).\nIn addition, a new CSO will be built at the Corner Café site whilst the existing pumping station at Scalby Mills pre-treatment facility will be extended and major pumps added. These will discharge into a new 800 millimetre diameter rising main which will be laid for two kilometres over farmland up to the existing Scarborough Waste Water Treatment Works where the team will construct three new settlement tanks and an ultra violet treatment facility. The treated discharge will then pass through a further two kilometres of new 900 millimetre diameter pipe to the existing sea outfall.\nThe completed project will improve the quality of the water which is discharged into the sea during storms.\nJag Paddam, managing director of Infrastructure at Morgan Sindall, says: “We are delighted to have been awarded this project which will use the expertise of both our Infrastructure and Tunnelling teams. This expertise has enabled us to optimise the scheme design and construction method to minimise disruption to the general public.\n“We look forward to building on our successful working relationship with Yorkshire Water to deliver this scheme for the benefit of the local community.”\nThe design work is already underway, with construction due to start this month for completion in February 2014.\nThe Scarborough project has been awarded as part of the AMP5 Yorkshire Water Framework, to which Morgan Sindall and Grontmij were appointed in August 2010. Projects under this framework range in value from £5 million to £50 million and include clean water and waste water projects from feasibility through design and construction to commissioning and handover.\nFor more information about this news release please contact Laura Bradley on 01788 534638 or email firstname.lastname@example.org","domain":"hydraulic_engineering"}
{"url":"http://www.dandeliholidays.com/supa-dam/","date":"2018-12-09T23:58:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-51/segments/1544376823228.36/warc/CC-MAIN-20181209232026-20181210013526-00223.warc.gz","language_score":0.9378222227096558,"token_count":99,"dump":"CC-MAIN-2018-51","global_id":"webtext-fineweb__CC-MAIN-2018-51__0__12900602","lang":"en","text":"Supa Dam is built across Kalinadi (Kannada) or Kali river in state of Karnataka in India. The dam is situated in Joida taluk of Uttara Kannada district. The power house at the foot of the dam has two electricity generators of fifty megawatt each. The electricity generated is supplied to different parts of Karnataka. It is near about 25 Km from Dandeli City. This Dam used to produce Electrical power under KPC.","domain":"hydraulic_engineering"}
{"url":"https://www.encord.com.my/news-updates/venn-pressure-reducing-valve/","date":"2023-06-08T07:40:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224654606.93/warc/CC-MAIN-20230608071820-20230608101820-00086.warc.gz","language_score":0.9196788668632507,"token_count":193,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__210946674","lang":"en","text":"Introducing our new product, VENN Pressure Reducing Valve RP-6.\nVENN Pressure Reducing Valve for steam is a pressure reducing valve that allows for accurate pressure control in high-pressure and high flow rate applications. The function of pressure reducing valve is to reduces higher upstream pressure to lower constant downstream pressure\nVENN RP-6 model is a pilot operated type pressure reducing valve. It is suitable to install in the steam lines with the high capacity of flow. This model is designed to ensure the perfect performance in various different conditions of the facility, with your easy handling and installation by the light weighted, compact valve body.\nRp-6 pilot-operated pressure reducing valve can be used in main pipe and large-flow pipeline for building equipments, industrial steam line, and various manufacturing equipments and devices.\nYou can find the product at https://www.encord.com.my/product/pressure-reducing-valve","domain":"hydraulic_engineering"}
{"url":"http://www.jetrange.co.uk/node/166","date":"2014-08-23T05:30:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-35/segments/1408500825174.42/warc/CC-MAIN-20140820021345-00225-ip-10-180-136-8.ec2.internal.warc.gz","language_score":0.9273722171783447,"token_count":124,"dump":"CC-MAIN-2014-35","global_id":"webtext-fineweb__CC-MAIN-2014-35__0__84655446","lang":"en","text":"The Jet range gunmetal, gate pattern dry riser valve comes with flanged or screwed inlet connections. This type of valve is generally intended to be installed in a building dry riser system.\nThe design and construction of the Jet range gate valves are strictly in accordance with BS 5041:Part 2.\n- Compact design with excellent flow charateristics\n- Materials of manufacture have all been selected for durability and corrosion resistance\n- Valve's metal to metal seating has been precisely machined to provide a water tight seal\n- Every valve manufactured is hydrostatically tested\n- Complete with plastic plug and chain","domain":"hydraulic_engineering"}
{"url":"http://bandonhospital.com/car/car-hydraulics-wiring-diagram","date":"2017-10-21T21:13:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-43/segments/1508187824899.43/warc/CC-MAIN-20171021205648-20171021225648-00392.warc.gz","language_score":0.8408399820327759,"token_count":260,"dump":"CC-MAIN-2017-43","global_id":"webtext-fineweb__CC-MAIN-2017-43__0__233657905","lang":"en","text":"More keywords like Car Hydraulics Wiring Diagram other people like :\nCar Hydraulics Wiring Diagram Description\nNow we give you car hydraulics wiring diagram that offers along 17 pictures including Monarch Hydraulic Pump Parts Diagram furthermore Band Saw Wiring-Diagram additionally Hydraulic Elevator Schematic Control Diagram furthermore Hydraulic Pump Diagram additionally Elevators Hydraulic Schematics as well as Hydraulic Pump Wiring Diagram as well as Solenoid Valve Wiring Diagram including Hydraulic Elevator Diagram together with Hydraulic Pump Drawing moreover Hydraulic Control Valve Installation Diagram.\njohn deere hydraulic system diagram together with 2 moreover 33893 as well as john deere engine diagrams furthermore power steering hydraulic schematic diagram moreover ford 8n tractor hydraulics diagram as well as s10 hydraulic clutch pump problems s 10 forum additionally low voltage outdoor lighting wiring diagram additionally bobcat 753 parts diagramevery+day+things+that+use+hydraulics! additionally types+of+traction furthermore 8n ford tractor hydraulic diagram along with 37tne 1963 ford galaxie hoses the control valve cylinder diagram showing moreover mahindra fuel filter location also with elevator safety schematic additionally 588253 ford 4000 tractor clutch adjustment","domain":"hydraulic_engineering"}
{"url":"http://willialawoffices.com/interesting-about-iowa/mississippi-river-level-burlington-iowa.html","date":"2023-11-28T09:49:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679099281.67/warc/CC-MAIN-20231128083443-20231128113443-00578.warc.gz","language_score":0.7884758114814758,"token_count":972,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__293714024","lang":"en","text":"How high is the Mississippi River in Burlington Iowa?\nMississippi River at Burlington , IA Flood Stage:15 Ft. Record High Stage:25.73 Ft. Location of Gage : Located in Burlington , IA .\nWhat is the Mississippi River level in St Louis?\n|River Mile||Gage Station||Flood Level|\n|200.5||Mel Price L&D TW||21.0|\n|180.0||St . Louis||30.0|\nHow high is the Mississippi River in Natchez?\nMississippi River @ Natchez , MS Flood Stage:48.0 Ft. Record High Stage:61.9 Ft.\nHow high is the Mississippi River at Vicksburg?\nMississippi River @ Vicksburg , MS Flood Stage:43.0 Ft. Record High Stage:57.1 Ft. Location of Gage : 1.6 miles downstream of the mouth of the yazoo diversion canal.\nWhat is the river stage in Guttenberg Iowa?\nClick on gauge name for details\n|Mississippi River at Lynxville (lynw3)||614.62ft||Normal|\n|Mississippi River at Mc Gregor (mcgi4)||8.14ft||Normal|\n|Mississippi River at Guttenberg (gtti4)||6.37ft||Normal|\n|Mississiippi River at Du Buque (dldi4)||6.26ft||Normal|\nHow deep is the Mississippi River right now?\nThe average depth of the Mississippi River between Saint Paul and Saint Louis is between 9 and 12 feet (2.7–3.7 m) deep , the deepest part being Lake Pepin, which averages 20–32 feet (6–10 m) deep and has a maximum depth of 60 feet (18 m).\nHow high is the Meramec River right now?\n|Meramec River , Cook Station (CSNM7)||1.98ft||Normal|\n|Meramec River , Steelville (SEEM7)||1.90ft||Normal|\n|Meramec River , Sullivan (SLLM7)||3.44ft||Normal|\n|Meramec River , Pacific (pcfm7)||0.53ft||Normal|\nHow deep is the Mississippi River at Hannibal Missouri?\nMississippi River at Hannibal , MO Flood Stage:17 Ft. Record High Stage:31.80 Ft.\nWhat is the river stage at Natchez Mississippi?\nPickneyville Road at Pond, MS near Highway 24 is closed. Also, around 60 permanent homes and 70 camps are evacuated. Bourke Road which is south of Natchez is underwater. Flood Categories (in feet)\n|Major Flood Stage :||57|\n|Flood Stage :||48|\n|Action Stage :||38|\n|Low Stage (in feet):||-9999|\nWhat is the river stage at Vicksburg MS?\nFlood Stage :43.0 Ft. Record High Stage :57.1 Ft.\n|Latest Data 12/18/2020 14:00 Central|\n|Latest Stage||18.98 Ft.|\n|Last Year’s Stage||33.98 Ft.|\n|Today’s Historic Normal Stage||16.30 Ft.|\n|24 Hr. Precip Total||0.46 In.|\nWhat is the Mississippi River stage at Vicksburg?\nPortions of Letourneau Road in South Vicksburg are flooded. Water level reaches the grain bins at the Bunge Grain facility. Vicksburg Floodwall Gate at South Street is closed. Flood Categories (in feet)\n|Major Flood Stage :||50|\n|Moderate Flood Stage :||46|\n|Flood Stage :||43|\n|Action Stage :||35|\n|Low Stage (in feet):||-9999|\nIs Mississippi River at flood stage?\n22.18 ft on 04/19/1965. 20.20 ft on 04/17/1969. 20.13 ft on 04/16/2001. 19.17 ft on 04/18/1952. Mississippi River Flooding – Latest Stages , Forecasts Here.\n|Major Flood :||18 ft|\n|Moderate Flood :||17 ft|\n|Flood Stage :||16 ft|\n|Action Stage :||11 ft|\nHow high is the Ouachita River?\nOuachita River @ Monroe, LA Flood Stage:40.0 Ft. Record High Stage:50.48 Ft.","domain":"hydraulic_engineering"}
{"url":"https://www.steeda.com/steeda-mustang-stainless-braided-brake-line-555-7015.html","date":"2017-01-20T20:04:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-04/segments/1484560280872.69/warc/CC-MAIN-20170116095120-00364-ip-10-171-10-70.ec2.internal.warc.gz","language_score":0.9087634086608887,"token_count":68,"dump":"CC-MAIN-2017-04","global_id":"webtext-fineweb__CC-MAIN-2017-04__0__58499116","lang":"en","text":"Our simple yet effective steel braided clutch fluid line for 2005-14 Mustang will provide increased fluid flow capacity which will improve clutch action and feel. It will also reduce/eliminate clutch pedal sticking during hard driving.\nInstalls easily directly replacing the factory hydraulic line. Includes all fittings and O-rings.\nNo posts found","domain":"hydraulic_engineering"}
{"url":"https://www.embeddedelectronics.in/automatic-water-level-controller/","date":"2023-12-01T17:40:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100290.24/warc/CC-MAIN-20231201151933-20231201181933-00160.warc.gz","language_score":0.7530638575553894,"token_count":300,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__294780369","lang":"en","text":"About the product:\n- As the name indicates, it automatically controls the water level of the water tank which is placed on the top of the building.\n- when the tank is empty, the water level controller TURNS ON the starter which is connected to the motor automatically.\n- Before TURNING ON the starter, it checks the water level in the sump to pump the water to the tank.\n- If certain water level is available in sump, the starter TURNS ON the motor.\n- If the starter TURNS ON even if there is no water in the sump, the motor gets damaged due to DRY RUN(Dry Run Protection is included).\n- when the upper tank is filled(means if it reaches the maximum water level set by the controller installation), the water level controller will automatically TURNS OFF the starter which disconnects the motor from power source.\n- It supports upto 5 floors.\n- Besides automatic mode, manual mode also provided.\n- Manual mode is useful when we need to maintain water level of the tank as per our requirements.\nsafely packed the product for transportation\nAutomatic water Level Controller brochure(help document)\nconnection diagram 1\nconnection diagram 2\nconnection diagram 3\nconnection diagram 4\nCURRENTLY INSTALLED LOCATIONS:\n- Hyderabad-Kondapur, Uppal.\nPlease contact 8519991947 for purchasing this product.","domain":"hydraulic_engineering"}
{"url":"http://xqtermpaperflbu.designheroes.us/build-laiban-dam.html","date":"2018-11-13T19:12:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-47/segments/1542039741340.11/warc/CC-MAIN-20181113173927-20181113195927-00340.warc.gz","language_score":0.9300022125244141,"token_count":940,"dump":"CC-MAIN-2018-47","global_id":"webtext-fineweb__CC-MAIN-2018-47__0__214889073","lang":"en","text":"Maynilad opposes 'take or pay' in laiban dam there are two other proponents who are saying they are willing to build additional source other than laiban and i. Tribal folk oppose laiban dam project, slams ‘connivance’ between mwss, san miguel. Stop laiban dam 594 the mwss is that there will be a shortage of water in metro manila by 2015 that is why they believe that they have to build another dam in. Laiban dam is a proposed bulk water supply project of the philippine government slated for construction at barangay laiban in tanay, rizal , on the upper portion of.\nMwss, water firms updating supply masterplan laiban dam is a proposed bulk water supply project that previous administrations aimed to build at barangay laiban. Translated into dollars, the figure required to build the laiban dam sums up to more or less one billion dollars,. Posts about power shortage written by power shortage, power supply on san miguel’s proposal to build laiban dam as an alternative to angat was.\nCheck out the pcij’s coverage of the laiban dam project: mwss: laiban deal with smc ‘may or may not be best to build the p52-billion laiban dam in rizal. A dam being built by ethiopia about but never implemented project to develop the kaliwa river and laiban dam in rizal hopefully we get to build that kaliwa. Laiban dam: a marcos project revived by pnoy ferdinand marcos to build the laiban hydro announced the revival of the laiban dam as a component of.\nThe original proposal included the construction of a second dam called laiban an unsolicited offer from japanese group proposing a ‘more cost-effective’ build. The kaliwa dam project is among the 75 flagship infrastructure projects of the duterte administration that would cost p187 billion to build laiban dam has been. The dam was conceptualized in the late '70s to provide metro manila with an additional 19 billion liters of water a day and generate some 25 megawatts of.\nKaliwa and laiban dam are the two flagship dam projects proposed by mwss under the new centennial water project the laiban dam will act as a catch basin as well as. When metro manila water works and sewage system announced plans to build the laiban dam, laiban integrated development projects indigenous peoples health care. A labor union leader from the metropolitan waterworks and sewerage system (mwss) assailed the collection of “advance tariffs” from consumers purportedly to. Indigenous women's struggles: the chico dam project and the kalinga women the government had been planning to build four big dams along our chico river. Mwss open to more quezon dam project bids 0 suarez’s proposal to build the 400-megawatt instead of laiban dam,.\nHundreds start march to stop laiban dam building written by ernie manio, lakad laban sa laiban dam josel gonzales loading build small scale dams,. Reaction on the laiban dam to criticisms we had raised in an earlier column against the multi-billion laiban dam trade union congress of the philippines. In just a matter of months, the government will finally start the construction of the kaliwa dam project, a portion of the administration's flagship new centennial. The controversial casecnan project the water delivered to the dam would be used to irrigate rice fields in it has three existing build-operate-transfer.\nRegulating the flow of the water through the ethiopian dam will benefit sudan that will now be able to get water year because of the failure to build laiban,. Comments on philippine news march against laiban dam by rudy arizala halt to the implementation of plans to build dams in the mountain range,.\nTfip 877 likes 25 talking about this the philippine task force for indigenous peoples' rights (tfip) is a network of non-governmental organizations. Earlier projects at the laiban watershed various plans for the construction of a dam in tanay, rizal have been proposed since the 1970s, when the marcos government. Stop the centennial dams intends to build the kaliwa dam, with a capacity of 600 million liters per day (mld), by 2020, and the 1,800 mld laiban dam by 2027.","domain":"hydraulic_engineering"}
{"url":"http://gazzeraitaly.com/en/hydraulic","date":"2019-07-18T07:17:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195525524.12/warc/CC-MAIN-20190718063305-20190718085305-00367.warc.gz","language_score":0.8998646140098572,"token_count":102,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__120758046","lang":"en","text":"Hydraulic power units\nWe build hydraulic power units according to customer specifications or on our project. The applications are numerous, such as the storage gas, building, the alimentary sector, alternative energy (solar, hydro), machine tools (profiling, bending), workstation for teaching and testing.\nHydraulic power packs\nOur hydraulic power packs production includes both the standard and the special. We are specialized in the design of mini power-packs, able to meet the needs of each customer.","domain":"hydraulic_engineering"}
{"url":"http://www.bucyrustelegraphforum.com/article/DG/20131007/NEWS01/310070008/Army-Corps-awards-Carencro-contract","date":"2015-10-06T16:30:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-40/segments/1443736678861.8/warc/CC-MAIN-20151001215758-00132-ip-10-137-6-227.ec2.internal.warc.gz","language_score":0.9544750452041626,"token_count":152,"dump":"CC-MAIN-2015-40","global_id":"webtext-fineweb__CC-MAIN-2015-40__0__35965196","lang":"en","text":"CARENCRO, La. (AP) - A Thibodaux company has been awarded a $1.1 million contract to improve drainage in Beau Bassin Coulee in the Carencro community.\nThe contract, awarded by the Army Corps of Engineers, went to Phylway Construction LLC.\nConstruction of phase I is expected to begin November 2013 and includes excavation of a detention pond, construction of concrete slope paving, clearing and grubbing and installation of erosion protection measures. Work is expected to be completed by April 2014.\nA contract for phase 2 of the project is likely to be awarded in early 2014, the Army Corps says.\nThe full project will involve improvements to about 11,000 feet of Beau Bassin Coulee.","domain":"hydraulic_engineering"}
{"url":"http://www.naw.din.de/projekte/DIN+19704-1/en/134955977.html","date":"2014-04-19T22:36:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-15/segments/1397609537754.12/warc/CC-MAIN-20140416005217-00207-ip-10-147-4-33.ec2.internal.warc.gz","language_score":0.811157763004303,"token_count":134,"dump":"CC-MAIN-2014-15","global_id":"webtext-fineweb__CC-MAIN-2014-15__0__32988208","lang":"en","text":"Hydraulic steel structures - Part 1: Criteria for design and calculation\nPlanned document number\nThe document is to be used for the calculation and construction of hydraulic steel structures as well as for mechanical engineering including electro-technics. Hydraulic steel engineering includes steel constructions which are under strain of stagnat or flowing waters. The basically cover movable sealing devices and parts securely connected with the massive type of construction, such as trackage and bearing area.\nNA 119-02-04 AA Hydraulic steel constructions\nNotice of supersedure\nVorgesehen als Ersatz für DIN 19704-1:1998-05","domain":"hydraulic_engineering"}
{"url":"http://best-news.us/news-4697427-jialing-tingzikou-dam-impoundment.html","date":"2019-02-18T01:03:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247483873.51/warc/CC-MAIN-20190217233327-20190218015327-00638.warc.gz","language_score":0.9018174409866333,"token_count":507,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__131594133","lang":"en","text":"Jialing Tingzikou Dam impoundment\nAt 10:38 on June 18, with the China Datang Corporation Deputy General Manager Lin invited Weishan Zhong, deputy director of the Yangtze River Water Resources Commission announced impoundment order, the state improve the Yangtze River flood control system construction of key projects, the western development focus Engineering, Sichuan Dujiangyan Irrigation recreating a backbone projects, China’s first holding by the central enterprises to participate in national development and construction of water conservancy project construction – Sichuan Jialing Tingzikou Dam of 5 Bottom arc door slowly falling, began impoundment, Sichuan Northeast cherished old people finally won half a century of ‘Hydra heart’ dream.\nThe dam site control drainage area 61,089 square kilometers, accounting for 39% of the Jialing River basin area. To flood control, irrigation and urban water supply, power generation, taking into account the shipping, and has a comprehensive utilization of sediment deposition reduction benefits. Projects respectively I, etc., for the large size of the project (a type of reservoir total capacity of 4(http://www.best-news.us/).067 billion cubic meters, irrigation area of 292.14 hectares, 1.1 million kilowatts installed capacity of power plants, navigation structures of 2 * 500 tons, the total investment 16.853 billion yuan.\nThe project, started in 2006, was started in November 2009, January 2010 damming the river. Has invested 11.965 billion yuan, total investment of 71%. Complete volume of 5,189,500 cubic meters of concrete, accounting for 89(Finance News http://www.best-news.us/).8 %, the completion of the amount of 12.9 million cubic meters debris, accounting for 97% of the total. works 100% pass rate, good rate of 98% of the civil works, mechanical and electrical engineering excellent rate of 96.1%. no serious injuries and over production safety accidents, civil construction image good.\nMay 2013, the reservoir impoundment Tingzikou countdown, and a series of special work acceptance prerequisites have been met, June 17, the first stage water by the state. Hydropower initial water level to 438 meters, planned for the end of July to generate electricity.\nJialing Tingzikou Hydro by Datang Corporation Holdings involved in the development.","domain":"hydraulic_engineering"}
{"url":"https://www.longva.cc/check-valve/stainless-steel-304-casting-industrial-y-type-check-valve","date":"2024-03-04T17:49:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476464.74/warc/CC-MAIN-20240304165127-20240304195127-00820.warc.gz","language_score":0.8708441257476807,"token_count":253,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__17489256","lang":"en","text":"The check valve refers to a valve that automatically opens and closes the valve flap by means of the flow of the medium itself, and is used to prevent the back flow of the medium, which is also called a check valve, a check valve, a reverse flow valve, and a back pressure valve. The check valve is an automatic valve whose main function is to prevent back flow of the medium, prevent the pump and drive motor from reversing, and discharge the container medium.\nAccording to the structure, check valve can be divided into three types:\n1. Lift Check Valve: Lift check valves are available in both vertical and straight versions.\n2. Swing Check Valve: The swing check valve is divided into three types: single-lobed, double-lobed, and multi-lobed.\n3. Butterfly Check Valve: The butterfly check valve is divided into a butterfly double flap and a butterfly single flap.\n|Stainless steel 304 316 WCB\n|DN15-DN100, 1/2\"--- 4\"\"\n|-20-300 degree C\n|Water, gas, air and some corrosive liquid\nWidely used in food and beverage processing, as well as in the pharmaceutical and chemical industry.","domain":"hydraulic_engineering"}
{"url":"http://constructiondefectjournal.com/archives/construction-news/2019/07/midwest-floods-are-hampering-river-projects","date":"2020-02-22T22:18:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875145729.69/warc/CC-MAIN-20200222211056-20200223001056-00277.warc.gz","language_score":0.9514490365982056,"token_count":76,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__66084136","lang":"en","text":"The Midwest’s waterways have been hit hard by an unusually rainy and snowy spring. Since March, the Mississippi River has maintained high water levels and crested at near-record levels on May 1. The flooding is also impacting construction operations along the river.\nMidwest Floods are Hampering River Projects\nJuly 15, 2019\n- 1 of 292\n- next ›","domain":"hydraulic_engineering"}
{"url":"http://www.updateuptodate.com/power-generating-stations/","date":"2021-01-26T04:59:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610704798089.76/warc/CC-MAIN-20210126042704-20210126072704-00420.warc.gz","language_score":0.961514949798584,"token_count":608,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__240627983","lang":"en","text":"Power generation is the process of generating electrical energy from the available sources of primary energy. The power generating stations mainly based on sources on the primary energy such as renewable energy and non-renewable energy power generations. On the development of technology, many primary sources are into action for the production of power.\nList of 5 Largest Power Generating Stations In The World\n1. Three Gorges Dam\nThe Three Gorges Dam ranks the 1st on the power generation, the main primary source is the hydro. The dam is constructed on the river Yangtze River located in the Yiling District, Yichang, China. The total power generated in terms of installed capacity of 22,500 MW. Each main water turbine has a capacity of 700 MW, by coupling the 32 main turbines with two smaller generators of 50 MW each. Construction of the dam started on December 14th,1994 and completed on 2003, the total construction cost is US$27.6 billion.\nItaipu dam ranks the 2nd place in hydro power generation it is located on the Parana River on the border between Brazil and Paraguay. The installed capacity of the plant is 14 GW with 20 main generating units rated 700 MW each. Construction began in 1971 and ended on 5 May 1984, the total cost of the plant is about US$19.6 billion. The annual generation is of 89.5 TWh.\nXiluodu Dam ranks 3rd place in hydro power generation, located on the Jinsha River, Xiluodu town, China. The primary source of the unit is the hydro power and it has an installed capacity of 13,860 MW. It has 18*770 MW Francis type turbines as main turbines in it. Construction started in December 2005 and completed in July 2013, the overall cost of the plant is about US$6.2 billion. Xiluodu dam is the 4th world tallest dam.\nOn the 4th place Guri dam, located on the Necuima Canyon, Bolivar. The primary source is the hydro power, overall installed capacity is of 10,235 MW with different ranges of the turbine such as 4*180 MW, 3*400 MW, 2*225 MW and 1*340 MW. The annual generation is 47,000 GWh.\nOn the 5th place Tucurui dam, located on the Tocantins dam, in the State of Para, Brazil. The main purpose of the dam is for hydroelectric power generation and also for navigation. The overall installed capacity is 8,370 MW with different ranges of turbines such as 12*350 MW, 11*375 MW and 2*22.5 MW.The construction completed in two phases, phase 1 construction, started in 1975-1984 and Phase 2 began in 1998-2012, the overall cost of the plant is US$5.5 billion. The annual power generation of this unit is 21.4 TWh.","domain":"hydraulic_engineering"}
{"url":"http://www.ourgarhwal.com/tehri-dam.php","date":"2018-02-24T15:31:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891815843.84/warc/CC-MAIN-20180224152306-20180224172306-00781.warc.gz","language_score":0.9746829271316528,"token_count":615,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__241681989","lang":"en","text":"One of the striking features of the Tehri Dam is that it is one among the very few embankment dams in the country. The construction material for the dam has been devised by making use of various types of rocks and earth fillings. This has been done so keeping in view the possible erosion that the surrounding atmosphere can cause to the dam. By making use of the rock and sand embankment, the dam has been rendered waterproof to prevent erosion.\nThe Tehri Dam is one among the biggest dams in the country and even the world. It is eight hundred and fifty feet high and five hundred seventy five meters long. It has been constructed for a mega power project under the Tehri Hydro Development Corporation. When operational, the dam is likely to generate 2000 MW of power.\nThe Tehri Dam is built across the river Bhagirathi, a tributary of the Ganga, was brought into the project stage in 1961. It was initially conceived to generate 600 MW of hydroelectric power. The actual construction of the dam began in the year 1978. There were several delays in the construction of the dam owing to protests from the local population over their displacement. Further, the acute shortage of funds for the project caused more delays. Even though, the project received financial aid from the USSR, the fund flow ended owing to the political turmoil that erupted in that nation. Thereafter, the Indian Government formed the Tehri Hydel Development Corporation Ltd., which was a joint undertaking between the Central Government and the state of Uttar Pradesh.\nThere were several changes made in the design of the project and thus this became a mega project capable of generating 2000 MW power. As per the design of the project, the power generation that makes use of pumped storage water is to be commissioned in early 2016.\nWithin the Tehri Dam lies the Koteshwar Dam that is capable of generating 400 MW of hydroelectric power. Along with the generation of power, the fully functional Tehri Dam will be capable of providing irrigational water to six lakh seventy thousand acres of land. The project is also slated drinking water on a daily basis to several areas of Delhi and several cities of Uttarakhand and Uttar Pradesh.\nAs quoted above, the prime delay in the execution of the project was owing to the protest against the construction of the Tehri Dam. The protest was staged at the national as well as the international levels. The very construction of the dam at the foothills of the Himalayas was questioned and debated upon by several leading environmental groups. They carried the firm opinion that an earthquake of higher magnitude would wreck havoc over a vast area owing to the collapse of the dam and the deluge of the water that would ensue.\nThe displacement of the inhabitants of several villages amounting to nearly one lakh people and the destruction of the sanctity of the Bhagirathi River are further reasons for the protest against the dam.\nAt present, the project is generating up to three thousand million units of power every day.","domain":"hydraulic_engineering"}
{"url":"https://affordablepoolparts.com/2023/11/23/","date":"2024-02-21T08:58:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473401.5/warc/CC-MAIN-20240221070402-20240221100402-00481.warc.gz","language_score":0.9488942623138428,"token_count":99,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__23207968","lang":"en","text":"The Ecocirc auto and vario were designed with the highly efficient electronically commutated permanent magnet motor (ECM technology). Our revolutionary pump is designed to consume 40% less energy. Added variable speed technology offers further power savings. The E10 pump is compact and lightweight, less than 5 lbs. It is whisper quiet and programmable designed with the latest EC technology. The flow rate dependent on the differential pressure control, adjusts the pump performance continuously and automatically to the requirements of the system.","domain":"hydraulic_engineering"}
{"url":"http://albumwar2.com/world-war-2-japanese-prisoners-of-war-at-the-construction-of-farhad-hydroelectric-power-plant/","date":"2019-01-23T14:02:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-04/segments/1547584332824.92/warc/CC-MAIN-20190123130602-20190123152602-00209.warc.gz","language_score":0.8691364526748657,"token_count":78,"dump":"CC-MAIN-2019-04","global_id":"webtext-fineweb__CC-MAIN-2019-04__0__19639949","lang":"en","text":"World War 2 photo: Japanese prisoners of war on the construction of the Farhad hydropower station on the Syr Darya river.\nAbout 5,000 Japanese prisoners of war participated in the construction of the Farhad hydropower plant in the USSR from 1945 to 1956.\nLocation: Shirin, Uzbekistan, USSR\nPhoto date: 1945\nAuthor: Max Penson","domain":"hydraulic_engineering"}
{"url":"https://www.hydrotec.com/en/details-news/new-drainage-channel-selfline","date":"2024-04-17T13:20:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817153.39/warc/CC-MAIN-20240417110701-20240417140701-00737.warc.gz","language_score":0.8765960931777954,"token_count":116,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__80150734","lang":"en","text":"Neu: Kunststoffrinne SELFline\nThe drainage channel SELFline according to DIN EN 1433 is made of the plastic material polypropylene. The material is 100% recyclable, UV and corrosion resistant. The great advantage of the drainage channel is the lightweight construction of only 1.5 kg per metre element. In combination with the simple plug-in system and the light construction, installation can be carried out without much effort. The drainage channel can be driven over by cars and is ideal for terraces, driveways and garages.","domain":"hydraulic_engineering"}
{"url":"https://toppipebendertube.com/en/hydraulic-pump-bieri-brk11-log-splitter-power-pack-winch-tube-pipe-bender-test.htm","date":"2023-05-28T19:56:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224644506.21/warc/CC-MAIN-20230528182446-20230528212446-00589.warc.gz","language_score":0.8696405291557312,"token_count":295,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__306012281","lang":"en","text":"BIERI High Pressure radial piston Hydraulic Pump. 11: Size, 7 pistons, high flow. 800: Pressure max: 800bar/11500 psi.\nBIERI radial piston pumps BRK are very robust radial devices with high volumetric efficiency, wide speed range and high reliability, even under rough conditions. Robust radial piston pump, valve controlled - Preeminent power spectrum, broad range, different media. Low piston clearance - Very high volumetric efficiency on a wide speed range.Bearings are designed for maximum constant pressure- Long operating lifetime. Optimized design of suction and pressure valves - Very high suction performance. Minimized dead volume of pistons, linked together with optimized design of suction valves - Self-venting.\nModular pump system - Enables supply of standard pumps as well as special customized models. Specially designed for demanding applications. With continuous pressures up to.\nRadial piston pump of modular design. With valve controlled pumping elements. Just search Beiri BRK11 for PDF's and full info. Any questions please ask, many thanks for looking. This item is in the category \"Business, Office & Industrial\\Hydraulics, Pneumatics, Pumps & Plumbing\\Pumps & Pump Accessories\\Hydraulic Pumps\".\nThe seller is \"don-t-panic\" and is located in this country: GB. This item can be shipped worldwide.","domain":"hydraulic_engineering"}
{"url":"https://www.saukvalleyweather.com/ice-jam-alert-rock-river-upstream-of-como/","date":"2023-12-05T01:47:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100540.62/warc/CC-MAIN-20231205010358-20231205040358-00628.warc.gz","language_score":0.9674912691116333,"token_count":185,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__138479954","lang":"en","text":"ICE JAM CONTINUES: A Flood WARNING has been issued for the Rock River at Dixon as an ice jam upstream of Como continues. Currently, the river is nearing 16 feet. At this level, North Canal Drive is threatened in Woodland Shores. Water also begins overflowing low-lying areas along West First Street in Dixon along with residential property near Sherman Avenue and River Street.\nRapid fluctuations are likely as the ice jam continues. Be prepared for quick rises in water levels.\nICE JAM ALERT: An ice jam has formed on the Rock River upstream of Como. Quick rises of river levels will be possible both upstream and downstream of Como as the ice fluctuates. Currently the Rock River at Dixon is slightly above flood stage and could crest higher by Tuesday evening. If you live along the Rock River, be on the lookout for quick rises in river levels and be prepared to seek higher ground.","domain":"hydraulic_engineering"}
{"url":"https://www.wellsbrotherscc.com/mission--vision","date":"2023-06-05T12:40:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224652116.60/warc/CC-MAIN-20230605121635-20230605151635-00425.warc.gz","language_score":0.8882920742034912,"token_count":83,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__133558268","lang":"en","text":"top of page\nTo build long-term relationships, through sustainable construction and commitment to ensuring project success for everyone. To build these relationships we approach every project determined to provide quality, timely, and valuable solutions at every stage of the construction process.\nTo be the regions leader in water, sewer, and stormwater construction and maintenance, while continuing to provide superior development services.\nbottom of page","domain":"hydraulic_engineering"}
{"url":"https://www.lenntech.es/sistemas/-ultrafiltration-plant-description.htm","date":"2017-11-23T05:18:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-47/segments/1510934806736.55/warc/CC-MAIN-20171123050243-20171123070243-00130.warc.gz","language_score":0.8179827928543091,"token_count":90,"dump":"CC-MAIN-2017-47","global_id":"webtext-fineweb__CC-MAIN-2017-47__0__113714613","lang":"en","text":"Ultrafiltration plant for Low, Medium and High turbidities\nHigh resistance, low fouling outside-in membranes\nAll equipment mounted on stainless steel 304 skid\nStandard control with micro-controller and turbidity display\nAdvanced control with flow, pressure, differential pressure and turbidity transmitters for data monitoring, normalisation and SCADA.\nThe system includes:\nFeed pump with frequency control SS 316\nThree UF plants type:","domain":"hydraulic_engineering"}
{"url":"http://www.tvdredging.com/products/dredgevalves","date":"2019-05-20T17:20:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232256082.54/warc/CC-MAIN-20190520162024-20190520184024-00447.warc.gz","language_score":0.9048328399658203,"token_count":319,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__150675538","lang":"en","text":"Depending on the customer’s’ needs, TV Dredging BV supplies 2 types of dredge valves: the rubber ring dredge valve and the discharge dredge valve.\nRubber ring dredge valve\nRubber ring dredge valves ensure leak-proof closing of dredge pipelines. The position of this valve type is either fully open or fully closed.\nThese dredge valves are executed with a hydraulically operated stainless steel knife which slides between 2 wear-resistant polyurethane sealing rings, which enables the leak-proof closing. The dredge valves are equipped with integrated proximity sensors and/or a position indicator. This enables the operator to remotely monitoring (by sight or signal) the dredge valve’s position: open or closed.\nFor cleaning the valve housing, the dredge valves are provided with flushing water connectors. In consultation with us, the dredge valves can be mounted in a vertical as well as in a horizontal position.\nOptionally these dredge valves can be supplied with Class Certificate. This is mandatory when they will be used as e.g. hull valve in front of the slide flange of a hopper dredger.\nDischarge dredge valve\nDischarge dredge valves are executed with a wear-resistant knife and are meant to regulate (flow or direction) the pumped mixture. These dredge valves can be supplied hydraulically or manually operated. Both these types can be equipped with an open/close indicator by means of integrated proximity switches in the hydraulic cylinder and/or a position indicator.","domain":"hydraulic_engineering"}
{"url":"https://www.4wdstuff.co.nz/products/power-steering-pumps","date":"2023-11-28T17:30:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679099892.46/warc/CC-MAIN-20231128151412-20231128181412-00893.warc.gz","language_score":0.9329851865768433,"token_count":251,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__283748914","lang":"en","text":"Power Steering Pump with Pulley Power Flow 1650PSI (130304-1-KIT)\nPower Flow 1650psi Power Steering Pump\nTrail-Gear’s new Power Flow 1650 psi pump has been designed and engineered to provide ultimate performance. The body of the pump is constructed of steel to increase reliability and decrease wear. It is also equipped with oversized bushings for high H.P. motors and applications with high pump shaft side loads. Trail-Gear’s Power Flow Pumps have one of the highest flow rates in the industry. The Power Flow pump has been endurance tested at 400°F and has a consistent steady flow across all rpm’s and will not bypass early. In addition, the Power Flow pump has heavy-duty internals and is a direct replacement for \"TC\" and \"CB\" style pumps.\nNOTE: Comes with V-Belt Pulley\nCaution: Maximum pump RPM is 7,000 RPM. Do not drive the pump beyond 7,000 RPMs. If you are using this pump on a custom build, you will need to calculate the correct pump pulley size to ensure you do not exceed 7,000 RPMs on the pump.","domain":"hydraulic_engineering"}
{"url":"https://www.ipf-electronic.de/en/online-shop/product-details/DT98C478/Drucksensoren?cHash=66f1c5c95cd9d987497a0e2b9c7d4844","date":"2022-12-09T15:45:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446711417.46/warc/CC-MAIN-20221209144722-20221209174722-00401.warc.gz","language_score":0.8764501810073853,"token_count":73,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__243190144","lang":"en","text":"Pressure sensors - Connection G1/2\" outer\nPressure sensors are suitable for measuring different media with high accuracy. They are available with switching output and/or analog output. Using PC software, the measured values can be recorded depending on the device type. These sensors can be used in all areas of e.g. pneumatic and hydraulic applications.","domain":"hydraulic_engineering"}
{"url":"https://www.ethiogrio.com/site/news/38617-79-percent-of-genale-dawa-3-hydropower-project-completed.html","date":"2021-06-21T19:41:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623488289268.76/warc/CC-MAIN-20210621181810-20210621211810-00189.warc.gz","language_score":0.922788143157959,"token_count":146,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__98232922","lang":"en","text":"Ethiopian Electric Power (EEP) announced 79 percent of the construction of Genale Dawa 3 hydropower project is completed.\nMisikir Negash, Foreign Relations Director at EEP, said EEP is exerting effort to complete the 254 MW hydropower project as per schedule.\nThe government of Ethiopia and Exim bank of China has extended USD 451 million for the construction of the project.\nCurrently, Ethiopia has 2,421 MW electric power generating capacity and plans to generate 17,000 MW in the coming five years.\nEthiopia has the potential to generate 50,000 MW from hydropower, 1.3 MW from wind and over 10,000 MW from Geothermal energy.","domain":"hydraulic_engineering"}
{"url":"https://www.a-schmelzer.com/en/produkt/dam-wall/","date":"2023-12-03T13:39:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100508.23/warc/CC-MAIN-20231203125921-20231203155921-00834.warc.gz","language_score":0.9002750515937805,"token_count":75,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__168219055","lang":"en","text":"The Dam wall is a new flat storage system with standardized parts for loading heights up to 9 m.\nThe storage wall can be used as the outside wall and the storage column as hall-structure. So the total costs per m³ grain are quite low priced.\n- Price validity for systems > 80m² surrounding wall\n- Prices per m² wall area","domain":"hydraulic_engineering"}
{"url":"https://tnnenglish.com/pm-lays-foundation-stone-of-dasu-power-project/","date":"2023-03-22T18:56:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296944452.74/warc/CC-MAIN-20230322180852-20230322210852-00154.warc.gz","language_score":0.9486825466156006,"token_count":223,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__148925855","lang":"en","text":"KOHISTAN, June 25: The Pakistani Prime Minister, Mr Nawaz Sharif, has laid the foundation stone for the Dasu power project, which will generate 4,320 megawatts electricity.\nSpeaking at the groundbreaking ceremony, Mr Sharif said the project would help resolve the energy crisis in Pakistan.\nHe said hydel resources would be utilised to overcome the electricity crisis. Work on the Diamer-Bhasha dam would also begin soon, he added.\nThe World Bank has agreed to provide assistance worth 1 billion dollars for the project, which is expected to be completed in two phases. The first phase will be completed in five years and will add 2,160MW electricity to the national grid.\nThe premier also said an additional 40,000 megawatts of electricity could be generated from new power projects on the River Indus.\nThe project, located on the Karakoram Highway, will be constructed on the River Indus and it is about seven kilometres upstream of Dasu village and 74km downstream of Diamer-Bhasha Dam.","domain":"hydraulic_engineering"}
{"url":"https://dac-simotech.com/author/fenomediaal_nl/","date":"2024-04-25T11:22:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712297292879.97/warc/CC-MAIN-20240425094819-20240425124819-00076.warc.gz","language_score":0.9127947688102722,"token_count":126,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__514565","lang":"en","text":"New submersible product range\nDAC Electric started the development to design a new product range of submersible motors in squirrel-cage and permanent magnet execution.\nThese new type of submersible motors are a complement to the existing range of submersible motors but will serve a complete different field of application and industry. The existing range is especially designed for dredge pump design.. The new submersible motor range is much smaller in rated power and torque and will be used for for well-head pumping stations, sewage stations etc..\nThe final product launch will be expected at the 2nd quarter of 2016.","domain":"hydraulic_engineering"}
{"url":"https://intracom.com.vn/en/cam-thuy-1-hydropower-plant-officially-fills-water-for-the-reservoir/","date":"2023-12-01T22:36:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100308.37/warc/CC-MAIN-20231201215122-20231202005122-00282.warc.gz","language_score":0.9321073889732361,"token_count":340,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__281154246","lang":"en","text":"Cam Thuy 1 Hydropower Plant Project is invested by Infrastructure Investment and Transportation Construction Joint Stock Company (Intracom) and built on the Ma River in the location of Cam Binh and Cam Luong communes, Cam Thuy district, Thanh Hoa province, with an investment of VND 1,300 billion.\nThe project has an installation capacity of 28.8 MW, an average output of 138,106 million kWh/year. In addition to the main task of supplying electricity to the national power system, the project also acts as a reservoir, increasing water sources for local agricultural production.\nAt present, Cam Thuy 1 Hydropower Plant Project is completed on schedule and officially accumulates water into the reservoir.\nCam Thuy 1 Hydropower Plant’s reservoir has a capacity of 14 million m3 of water; the reservoir bed area is more than 450 hectares, acting as a tool to store energy, allowing low-level electricity generation during off-peak hours to accumulate water which then flows out to generate electricity at peak hours daily. In addition, the water accumulation into the reservoir also helps hydropower plant control water level, regulate flow and control floods. For the localities, the reservoir is also the place to attract tourists and brings them economic development benefits.\nAlong with the important items such as plant, spillways, weir, flood and sand dams, water channels, locks, 2 generator sets, transformer stations and 110 KV connection lines, etc., the water accumulation into the reservoir is an important premise to ensure project progress, preparing for the national grid connection according to the proposed plan of Cam Thuy 1 Hydropower Plant.","domain":"hydraulic_engineering"}
{"url":"https://www.lbyd.com/project/cahaba-river-enhancement/","date":"2023-02-05T01:14:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500158.5/warc/CC-MAIN-20230205000727-20230205030727-00305.warc.gz","language_score":0.824493408203125,"token_count":88,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__47254121","lang":"en","text":"Cahaba River Enhancement\nThis project consists of an enhancement for the Cahaba River in the vicinity of the Civitan Park. The total project reach is approximately 3,200 LF. 2017 ACEC Engineering Excellence Awards Competition Merit Award. The Stream Consultant on this project was Jennings Environmental.\nHolcombe Norton Partners (Landscape Architect)\nNorth State Environmental","domain":"hydraulic_engineering"}
{"url":"https://punchng.news/southern-layer-rivers-rising-sharply-but-how-high.html","date":"2021-09-27T13:17:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780058450.44/warc/CC-MAIN-20210927120736-20210927150736-00407.warc.gz","language_score":0.9385974407196045,"token_count":503,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__59195778","lang":"en","text":"BINGHAMTON (WBNG) – The southern layer is preparing for heavy rains combined with snow melting on Christmas Eve to create the threat of significant flooding along the Susquehanna and Chenango rivers.\nAccording to the National Weather Service, the Susquehanna River in Vestal is expected to reach 27.1 feet, just above the threshold to classify the flood as “large”. As of 3 pm, the river level was just over 5 feet.\nRiver levels across the southern level are expected to rise due to a historic storm that poured up to 40 inches of snow last week. As the snow melts, it can pour large amounts of water into streams and rivers, as well as causing flooding.\nFloods are not expected to reach the same level that the region experienced in 2011.\nHowever, if the river in Vestal rises to 27.1 feet, it would be the ninth highest peak ever recorded, reaching the top of the 26.62 foot peak established in 1979.\nThe current forecast for each river (after 3:15 pm) is below:\n- Susquehanna River in Owego – crests in the small flood stage at 31.3 feet.\n- Susquehanna River in Waverly – ridges in moderate flooding at 19.9 feet. 20 feet is considered the main flood stage.\n- Susquehanna River in Vestal – crests at the stage of great flood at 27.1 feet.\n- Susquehanna River in Binghamton – ridges in moderate flooding at 17.4 feet. The main stage of the flood is 18 feet.\n- Susquehanna River in Windsor – ridges at the 17.5 foot low flood stage. The moderate flood stage is 19 feet.\n- Susquehanna River in Conklin – ridges in a moderate flood stage at 17.9 feet. The main stage of the flood is 20 feet.\n- Chenango River in Greene – ridges in moderate flood stage at 16.4 feet. The main stage of the flood is 18 feet.\n- Chenango River in Forks Chenango – ridges in a small flood stage at 12.2 feet. The moderate flood stage is 12.6 feet.\nIf you want to check the most current river levels and look at other rivers, click here.\nStay with your weather authority for forecast updates as the rain continues to fall.","domain":"hydraulic_engineering"}
{"url":"http://www.treviicos.com/viewdoc.asp?co_id=1053","date":"2015-09-05T07:42:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-35/segments/1440645396463.95/warc/CC-MAIN-20150827031636-00086-ip-10-171-96-226.ec2.internal.warc.gz","language_score":0.9307368993759155,"token_count":130,"dump":"CC-MAIN-2015-35","global_id":"webtext-fineweb__CC-MAIN-2015-35__0__184827188","lang":"en","text":"Four Seasons Hotel and Private Residences, One Dalton StreetApril 24, 2015\nHotel and residences are expected to be completed in 2017\nBolivar Dam work to begin in DecemberAugust 14, 2014\nThe U.S. Army Corps of Engineers, Huntington District, has awarded TREVIICOS the construction of the seepage barrier at Bolivar Dam in OhioApril 3, 2014\nThe work is expected to take about four years to complete.\nTREVIICOS awarded of the OCI Wyoming - Pond 2 North Cutoff Wall project in Green RiverFebruary 28, 2014\nThe work will begin in April 2014.","domain":"hydraulic_engineering"}
{"url":"https://brewersdirect.com/product/t-500-water-flow-controller/","date":"2022-09-25T01:30:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030334332.96/warc/CC-MAIN-20220925004536-20220925034536-00314.warc.gz","language_score":0.9158531427383423,"token_count":80,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__216172165","lang":"en","text":"T-500 Water Flow Controller\nIdeal for adjusting the water flow for stills.\nAn adapter is included so the unit should work on a 22mm and 24mm threaded faucet.\nThis unit is a needle valve design which allows accurate adjustment of the water flow.\nBrewersDirect is proud to offer The T-500 Water Flow Controller At a Great Price.","domain":"hydraulic_engineering"}
{"url":"https://gouda-geo.com/product/hydraulic-measuring-heads-for-mechanical-cpt","date":"2023-09-30T02:56:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510575.93/warc/CC-MAIN-20230930014147-20230930044147-00893.warc.gz","language_score":0.9364010095596313,"token_count":295,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__106483133","lang":"en","text":"A hydraulic measuring head is a calibrated measuring instrument that is used for continuous and discontinuous mechanical cone penetration testing. The force on the mechanical cone is transferred to the surface by means of the inner rods and converted into a hydraulic pressure that is displayed by means of 2 pressure gauges. CPT data are supposed to be recorded manually by the CPT operator while performing the test.\nThe hydraulic measuring head composes of a fluid-filled measuring body with hydraulic piston, 2 read-out pressure gauges, and an automatic by-pass valve. This valve diverts the hydraulic pressure automatically from the pressure gauge with the low measuring range to the pressure gauge with the high measuring range when the pressure raises and it protects of the smallest of the 2 manometers against too high pressures.\nThe CPT test can be performed with either a jacket cone or with a friction jacket cone (also called Begemann cone). The jacket cone allows for continuous as well as discontinuous CPT testing. The friction jacket cone allows for discontinuous CPT testing only.\nSince the hydraulic measuring heads are also suitable for discontinuous CPT testing, it is provided with a J-slot selector.\nThe advantages of a hydraulic measuring head are numerous:\n- Simple and straightforward measuring tool\n- Gives direct feel with what is going on\n- Read-out in kN\n- Suitable for both continuous and discontinuous mechanical CPT testing","domain":"hydraulic_engineering"}
{"url":"https://www.theafricareport.com/8362/ethiopia-unveils-another-hydro-project-over-nile-river/","date":"2020-08-15T14:15:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439740848.39/warc/CC-MAIN-20200815124541-20200815154541-00515.warc.gz","language_score":0.9234222173690796,"token_count":292,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__181929599","lang":"en","text":"Ethiopia unveils another hydro project over Nile River\nEthiopia on Thursday unveiled another hydro electric power project over the Nile River basin, which will generate 2 100 MW of electricity.\nThe project is part of the Horn of Africa country’s plans to position itself as a major electricity supplier to neighboring countries.\nThe Beka-Abo multipurpose power project, according to the Ministry of Water and Energy, will be set up at Nile Bridge, about 2 km from the Nile river around Bure-Nekemt road, about 360 km north west of Addis Ababa.\nStakeholders are discussing details of the project in Addis Ababa, with support from the Norwegian government, which donated more than 20 million Euros for a feasibility study.\nThe ministry said the project will significantly contribute to efforts to meet the local demand and the country’s push to export power.\nEthiopia has already started power supply to neighbouring Djibouti and is preparing to start selling electricity to Sudan early next year.\nIn April, the country launched Africa’s biggest dam over the Nile River. The Renaissance Dam is expected to generate 5 250 MW of electricity.\nThis project will cost US$ 5 billion and will be fully funded by the government and ordinary people through bonds.\nThe mega projects over the Nile have angered neighbouring Egypt, which it says will impact negatively on water levels on the shared river.","domain":"hydraulic_engineering"}
{"url":"https://www.wildeandwoollard.com/featured/belconnen-lakeshore-refurbishment-at-emu-inlet/","date":"2023-12-08T03:26:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100710.22/warc/CC-MAIN-20231208013411-20231208043411-00462.warc.gz","language_score":0.8827423453330994,"token_count":185,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__308374305","lang":"en","text":"Narnungga Park Sculpture of a Conceptual Park Shelter\n- Project Client:GHD (ACT Government)\n- Location:Narnungga Park 25, Sir James Congdon Drive, SA\nThe shoreline of the lake was dramatically reshaped to improve recreational access to and around the lake. The project involved construction of a new lake wall, dredging of the lake to form the new curved inlet shape, reclaiming the existing harbour to create the new grassed bank, extension of stormwater pipes including construction of a new large stormwater chamber and headwall, paving, landscaping and pedestrian lighting.\nWilde and Woollard provided cost planning services including providing cost options for various forms of the lake wall, dredging of the lake and reclamation of land, silt and sediment dams and stormwater works.\nPhotographer: Tim Coleman, Wilde and Woollard","domain":"hydraulic_engineering"}
{"url":"https://flh.fhwa.dot.gov/projects/nv/beaver-dam/","date":"2018-10-24T06:06:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583519859.77/warc/CC-MAIN-20181024042701-20181024064201-00089.warc.gz","language_score":0.8359672427177429,"token_count":220,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__34462937","lang":"en","text":"Beaver Dam Road\nThis project is located on a 2.2-mile segment of Beaver Dam Road within Beaver Dam State Park. The project extends along the road from just south of the second campground to the southern boundary of the park.\nBeaver Dam Road is a narrow gravel local road varying in width from approximately 12 feet to 15 feet. The road has experienced significant damage near the major drainages due to clogging and overtopping. The project will reconstruct the roadway to a consistent width with drainage improvements at the major drainage crossings and safety improvements at select locations.\nKey Project Dates\nAdvertise: Winter 2018 – 2019\nConstruction: Summer 2019\nDrainage improvement location on Beaver Dam Road.\nBeaver Dam Road at southern end of the project.\n|Project #||NV FLAP 200(1)|\n|Project Name||Beaver Dam Road|\n|FLMA||Bureau of Land Management|\nProject Manager: Lou Haasis\nFederal Highway Administration\nCentral Federal Lands Highway Division\n12300 West Dakota Avenue\nLakewood, CO 80228","domain":"hydraulic_engineering"}
{"url":"http://www.housing.gov.mv/v1/news/contract-signed-with-mtcc-for-the-construction-of-f-biledhdhoo-new-channel-and-breakwater/","date":"2017-03-30T18:26:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-13/segments/1490218199514.53/warc/CC-MAIN-20170322212959-00406-ip-10-233-31-227.ec2.internal.warc.gz","language_score":0.9185711145401001,"token_count":191,"dump":"CC-MAIN-2017-13","global_id":"webtext-fineweb__CC-MAIN-2017-13__0__194773911","lang":"en","text":"Contract signed with MTCC for the construction of F. Biledhdhoo new channel and breakwater\n05 September 2016 : 14:05\nMinistry today has signed a contract with Maldives Transport and Contracting Company (MTCC) for the Construction of F.Biledhdhoo new channel and breakwater.\nThe duration of the project is 160 days and a total of MVR 10,229,417.64 will cost for the project. Under this signed contract a new channel and a breakwater will be constructed in the island. The main works of the project includes construction of 68 meter rock armor breakwater; 24 meter wide channel will be constructed and closing of the existing channel.\nOn behalf of the Government of Maldives Minister of Housing and Infrastructure Dr.Mohamed Muizzu signed the contract agreement and Mr. Ahmed Kurik Riza, Managing Director of MTCC signed the contract on behalf of the MTCC.","domain":"hydraulic_engineering"}
{"url":"http://uhesantaclara.com.br/en/generation/hydroelectric-and-small-hydro-plants","date":"2020-08-09T11:25:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439738552.17/warc/CC-MAIN-20200809102845-20200809132845-00153.warc.gz","language_score":0.824306309223175,"token_count":330,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__163595565","lang":"en","text":"Consistent with the diverse range of energy sources available in Brazil, which are fundamental to ensure energy security, Queiroz Galvão Energia also harnesses water power at three hydroelectric power plants: Santa Clara (60 MW) in Minas Gerais, Jauru (121.5 MW) in Mato Grosso, and Quebra Queixo (120 MW) in Santa Catarina providing a combined installed capacity of over 301.5 MW.\nThe Group has also built the hydroelectric stations of Queimado (Minas Gerais/Goiás) and Eliezer Batista (Minas Gerais), with installed power capacity of 105 MW and 330 MW, respectively. It participated in the construction works and assembly of the electromechanical equipment for the Miranda hydroelectric power plant, in the state of Minas Gerais, with an installed power capacity of 390 MW; in the construction of the Amador Aguiar I and II hydropower plants, totaling 450 MW; and of the construction of the La Higuera hydropower plant in Chile, which is in its final stage, with an installed capacity of 156 MW.\nFor more information, visit:\n|Hydroelectric Stations||Location||Installed Capacity (MW)||Commercial Operation|\n|Santa Clara||Nanuque - MG||60 MW||Operational|\n|Jauru||Jauru - MT||121.5 MW||Operational|\n|Quebra-Queixo||Ipuaçu - SC||120 MW||Operational|","domain":"hydraulic_engineering"}
{"url":"https://www.savacommission.org/hydraulic-model/284","date":"2023-12-10T13:03:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679102469.83/warc/CC-MAIN-20231210123756-20231210153756-00560.warc.gz","language_score":0.946203887462616,"token_count":318,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__313327061","lang":"en","text":"The hydraulic model for the Sava River - Sava HEC-RAS was developed for the section from the border between Slovenia and Croatia up to Belgrade and the major tributaries up to the Sava River backwaters and more. The Sava HEC-RAS is coupled with the Sava HEC-HMS model which output locations match the (lateral) inflow points of the HEC-RAS model.\nThe model geometry is setup on a high-resolution digital elevation data, based on the Light Detecting and Ranging (LiDAR) technology, surveyed in 2017.\nLateral structures are used within the Sava HEC-RAS to transfer flow from the mainstem model of the Sava River reach to lateral areas adjacent to the Sava River. These lateral areas are represented by storage areas and usually represent areas behind the major levees of the Sava River, retention areas, or tributary backwater areas. Overall, storage areas were used as an efficient and appropriate approach to route flow leaving the Sava River model over and/or through lateral structures to lateral areas throughout the Sava River model extent. In areas where more detailed approaches were necessary, 2D areas were used to represent these lateral areas.\nIn addition to developing an unsteady flow HEC-RAS model for the Sava River, special analyses of two-dimensional (2D) and levee breach capabilities are also developed and available in the model.\nModel is incorporated into the Sava Flood Forecasting and Warning System.","domain":"hydraulic_engineering"}
{"url":"https://wayneswords.net/threads/arizona-water-shed.298/","date":"2018-03-20T13:22:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257647475.66/warc/CC-MAIN-20180320130952-20180320150952-00187.warc.gz","language_score":0.9642090797424316,"token_count":74,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__33850889","lang":"en","text":"Arizona water levels are looking great this year. Roosevelt Lake has gone from 38% Jan. 1 to 56% today, with a lake level rise of over 22 foot. Bartlett Lake is at 97% today. Total Salt River storage is at 67%, That is 11% higher then last year. The more water Arizona has the less Colorado River water will be used.","domain":"hydraulic_engineering"}
{"url":"http://www.morgankeller.com/project/anne-arundel-central-sanitation-facility","date":"2020-02-16T22:00:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875141430.58/warc/CC-MAIN-20200216211424-20200217001424-00008.warc.gz","language_score":0.8653644323348999,"token_count":124,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__158564728","lang":"en","text":"Anne Arundel Central Sanitation Facility\nProject at a Glance\nAbout this Project\nNew construction of a 41,000 square foot administration building, 5,000 square foot open shed structure, 6,700 square foot concrete storage bins, 7,300 square foot Vactor storage building, 10,000 square foot warehouse, and interior modifications to the existing water operations building. The project also included development and expansion of the existing site, which included new construction of on-site stormwater management, regenerative stormwater conveyance, surface parking, and associated site modifications.\nLEED Silver CertifiedBack to Index","domain":"hydraulic_engineering"}
{"url":"http://www.arrowconcretecutting.com.au/projects/manchester-dam/","date":"2019-07-15T23:03:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195524254.28/warc/CC-MAIN-20190715215144-20190716001144-00221.warc.gz","language_score":0.8871567845344543,"token_count":276,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__11633927","lang":"en","text":"LAKE MANCHESTER DAM, MCCONNEL DOWELL CONSTRUCTORS – BRISBANE (2006 – 2008)\nArrow Concrete Cutting provided contracted services to McConnel Dowell Constructors during the dam upgrade project.\n- Concrete tower dismantled, lifted and removed\n- Precise customised cuts through the concrete wall for the spillway\n- Flange removal\nLake Manchester Dam is located approximately 25kms west of Brisbane. The dam structure was 160m long and 38m high. This dam had a long unlined free-overflow spillway. It had a full storage capacity of 26 000 megalitres and a catchment area of 74km squared.\nLake Manchester Dam Upgrade\nThis project by Brisbane Water covered the stabilisation of the dam wall and the upgrading of the spillway. The updgrading of the spillway meets the current Australian National Committee on Large Dams (ANCOLD) guidelines and Industry State of Practice Standards\nGoogle Satellite Map\nLake Manchester Dam\nBrisbane Council Newsroom\nNews Article – Lake Manchester Dam Recommissioned\nBrisbane City Council\nLake Manchester Dam Flood Security Upgrade\nLake Manchester Newsletter\nRelationship Contracting using the “commercial alliance contract of delivery” Article which includes reference to Lake Manchester Dam upgrade project under McConnel Dowell Constructions","domain":"hydraulic_engineering"}
{"url":"https://www.nkinstruments.net/pelton-wheel-flow-indicator-in-pvc-fi-series-4391723.html","date":"2024-03-02T13:19:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475825.14/warc/CC-MAIN-20240302120344-20240302150344-00186.warc.gz","language_score":0.87983638048172,"token_count":138,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__118730062","lang":"en","text":"The simple construction of Flow Gauges / Indicator, without any power supply or, battery.\nApplications : These type of Flow Gauges are perfectly suitable to take an idea of the liquid flow rate through the pipe line. These are very commonly used in Oil Extrusion Machines, Plastic Molding Machines, Casting Industries, Cement Industries, Vacuum Pump Cooling Systems, Mechanical Seal Manufacturing units etc. applications where unidirectional flow is possible. These Flow Gauges can be used for Hard Water as well as various oils of 12 up to 110 cst viscosity.\nNote :To receive quick response, please provide your basic requirement details and max.Application information.","domain":"hydraulic_engineering"}
{"url":"http://performanceschool.net/concrete-slab-drain/","date":"2019-03-26T01:52:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912204768.52/warc/CC-MAIN-20190326014605-20190326040605-00431.warc.gz","language_score":0.8384665250778198,"token_count":427,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__19352228","lang":"en","text":"sewer odor and cast iron drain c concrete slab floor drainage.\ntrench drain between sliding door and concrete slab drainage mat.\nimage result for drain through concrete slab floor drainage.\nmoving shower drain bathtub concrete slab floor grate.\nfloating concrete slab foundation drain drainage channel.\ninstall a drain in your concrete floor slab slope drainage.\nconcrete slab with drain holes floor slope.\nconcrete slab drain drainage channel site.\npaving path and courtyard area design concrete slab drain floor slope second hand.\ndiagram showing how our baseboard drain pipe system drains water from concrete block walls in slab floor drainage.\ngarage floor drain home design ideas and pictures concrete slab drainage channel repair.\nmove a tub drain left 2 inches in community forums concrete slab slope.\nshower trap concrete slab drain drainage mat it seems was left out house any way fix sh.\nhow to install a shower drain in concrete floor cut slab drainage slope concre.\nshower trap in concrete slab plumbing home improvement chatroom drain drainage.\nshowers shower drain linear bathroom modern with concrete metal soap dishes slab drainage problem on pan linea.\nfloor drain installation does not necessarily have to be made by a professional but you should make sure set the height of grates exactly concrete slab channel installati.\ntrench drain installation me concrete slab floor channel.\nfinish line adjustable drain concrete slab floor slope drainage products.\ncommon types of basement drain systems concrete slab drainage problem.\npolished modern bathroom shower floor drain concrete slab channel.\nslope floor to drains epoxy flooring concrete slab drain drainage system sloping.\nbathroom plumbing diagram concrete slab basement shower floor drain decor drainage p.\na closeup of our drain system for wet basements in concrete slab floor drainage.\nconcrete slab drain slope floor drains and garage coatings.\nconcrete side walk on of house with custom curb to retain higher ground elevation and prevent dirt erosion 3 drain grates slab slope.\nthe concrete was deteriorating around edges and on bottom of drain it impossible to keep clean because all uneven rough slab drainage problem.","domain":"hydraulic_engineering"}
{"url":"http://imi.com.pa/en/vopak-panama-terminal-expansion-civil-works-epc-sheet-piling-works-manifold-301/","date":"2021-03-08T15:47:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178385378.96/warc/CC-MAIN-20210308143535-20210308173535-00508.warc.gz","language_score":0.882099986076355,"token_count":128,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__227568340","lang":"en","text":"VOPAK PANAMA ATLANTIC, INC\nThis project consisted of the construction of the Tank Pit Manifold, which\nconsisted of a 25m x 51m sheet pile perimeter with an internal division to\ncreate two adjacent chambers with different elevations. The works consisted of the installation of the sheet piling, the fabrication and installation of precast concrete micropiles, excavation and earthfill works, the construction of 1.2m thick reinforced concrete slabs for the manifold topping and drainage trenches and pedestals upon which to install the pumps.\nThe works were carried out in accordance with the contractual and regional seismic criteria.","domain":"hydraulic_engineering"}
{"url":"https://www.turisturaj.cz/clanky-en/the-vydra-hydroelectric-power-plant","date":"2022-09-26T05:29:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030334802.16/warc/CC-MAIN-20220926051040-20220926081040-00413.warc.gz","language_score":0.9676012992858887,"token_count":313,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__11700039","lang":"en","text":"The Vydra Hydroelectric Power Plant\nThe importance of the nearby Vchynice-Tetov Navigation Canal was declining after the logging industry was reduced, so other uses were sought. In 1937, the construction of a new hydroelectric power plant called Vydra began and was put into operation two years later. The author of the design was Ing. Karel Kosek, who had already prepared a technical solution for a pumped storage power plant under Černé jezero in the 1920s.\nThe whole complex actually starts on the navigation canal at Mechov (Mosau), where the intake structure is preserved. From there, water is channelled through an underground conduit (partly in pressure pipes, greater part in a bricked gallery) for a total length of 3.2 kilometres to a storage reservoir near the settlement of Sedlo. The reservoir was built so that the water could be stored here during times of low load on the power grid and then used for power generationduring peak hours. The water is piped from the reservoir to a nearby reinforced concrete tower called the “Water Castle”.\nIn the event of a turbine failure, the water supply can be shut off remotely from the power plant. The water is then piped underground to the power plant on the banks of the Vydra River. The total gradient is 240 metres and the power plant capacity is 6.4 MW. This and much more can be found in the permanent exhibition, which is open to the general public all year round.","domain":"hydraulic_engineering"}
{"url":"https://www.iav.is/en/news/news/dedication-of-the-latter-phase-of-lagarfoss-power-station/","date":"2022-11-30T17:31:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710765.76/warc/CC-MAIN-20221130160457-20221130190457-00802.warc.gz","language_score":0.9398161768913269,"token_count":197,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__245615252","lang":"en","text":"Dedication of the latter phase of Lagarfoss Power Station\nOn Saturday 6 October 2007, the latter phase of Lagarfoss Power Station was formally brought into operation. The dedication ceremony began at 15:00 when Iceland State Electricity (RARIK) Chairman of the Board Hilmar Gunnarsson laid the cornerstone of the power plant.\nConstruction of the expansion of RARIK’s Lagarfoss Power Station began in mid-April 2005. The project involved the expansion of the control station to the north, a new intake to the north of the previous control station, and a pressurized water shaft between the new intake and the control station building. It also entailed the enlargement of the headrace channel, together with the accompanying construction of flood protection structures and dams.\nThe 8 MW first phase of the Lagarfoss Power Station was brought on line in 1975. The completion of the second phase brings the total production capacity of the plant to 28 MW.","domain":"hydraulic_engineering"}
{"url":"https://yhcounty.ca/county-office/news/construction-notice-drainage-project/","date":"2023-09-28T18:30:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510427.16/warc/CC-MAIN-20230928162907-20230928192907-00479.warc.gz","language_score":0.9272205829620361,"token_count":100,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__210670647","lang":"en","text":"Construction Notice: Construction of the drainage project on Range Road 170A north of Township Road 541 will be commencing today (October 4, 2022) with brushing operations.\nThe moving of dirt will commence on Tuesday (October 11, 2022).\nThe road will NOT be closed during construction however delays may be experienced. The project is expected to be completed by October 30, 2022.\nFor more information please call 780-723-4800 or 1-800-665-6030.","domain":"hydraulic_engineering"}
{"url":"https://www.readgallery.com/chamelia-foundation-stone-of-40-mw-upper/","date":"2021-02-24T22:39:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178349708.2/warc/CC-MAIN-20210224223004-20210225013004-00617.warc.gz","language_score":0.942560076713562,"token_count":446,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__138854348","lang":"en","text":"Chamelia Foundation stone of 40 MW Upper\nThe foundation stone of 40 MW Upper Chameliya Hydropower Project has been laid. The foundation stone of the project to be constructed in Marma Village Municipality-2 was jointly laid by Village Municipality Chairman Jaman Singh Dhami and AP Power Company Director Indramani Trital today.\nThe project is the largest project in the far west being constructed by the private sector. The foundation stone of the project has been laid with the aim of completing the project within 20 months, said Trital. The total cost of the project is Rs. 7.40 billion.\nSix banks and financial institutions have invested in the project. Led by Himalayan Bank, Employees Provident Fund, Rastriya Banijya Bank, Nepal Bank, Nepal Bangladesh Bank and Century Commercial Bank have invested Rs. 5.18 billion. According to operator Trital, loans from banks and financial institutions account for 70 percent of the total cost. It is stated that 30 percent (Rs. 2.22 billion) will be invested.\nConstruction work of the project structure has been started along with the foundation stone. About six kilometers of pipeline with a diameter of 3.2 meters will be constructed for the project with a head of 205 meters. The water brought through the pipeline by building a dam in Api Himal Gaonpalika-5 Okhal will be discharged into the power house to be constructed in Marma Gaonpalika-2 Ghattegad\nThe electricity generated from the project will be connected to the 132 KV substation constructed by Nepal Electricity Authority at Balanch. The project is about 13 kilometers above the 30 MW capacity Chamelia constructed by NEA. Trital said that there would be no problem in connecting electricity as the Balanch substation was in operation. After the completion of the project, 264.1 million units of electricity will be generated annually.\nThe company has already connected 8.5 MW Naugad and 8 MW Upper Naugad projects to the transmission system. After the construction of Upper Chamelia, the capacity of the project invested by the company will reach 56.5 MW.","domain":"hydraulic_engineering"}
{"url":"https://suntien.com/en/info-13-c.html","date":"2024-02-28T18:07:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474744.31/warc/CC-MAIN-20240228175828-20240228205828-00650.warc.gz","language_score":0.9557957053184509,"token_count":649,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__177550274","lang":"en","text":"During the Reporting Period, the Group’s approved capacity of photovoltaic projects increased by 320.08 MW, and the accumulative approved capacity of projects not yet commenced was 607.2 MW. The agreed capacity of photovoltaic projects increased by 7,260 MW and the accumulated agreed capacity of photovoltaic projects was 19,459 MW. As at the end of 2022, the Group operated photovoltaic power generation projects with accumulated capacity of 120.32 MW and accumulated installed capacity under management of 296.12 MW. The number of hours available for photovoltaic projects was 1,404, 9 hours up from the same period of last year and 67 hours higher than the national average of photovoltaic power used.\nThe Company participated in an equity investment for the construction of Hebei Fengning pumped storage power station project (河北豐寧抽水蓄能電站項目), the designed total installed capacity of which amounted to 3,600 MW, which will be developed in two phases with installed capacity of 1,800 MW each for pumping and water retention functions such as peak load regulation and valley filling. As of December 31, 2022, a total of 7 units had been put into operation under the Hebei Fengning pumped storage power station project （河北豐寧抽水蓄能電站項目）. During the Reporting Period, the agreed capacity of pumped storage of the Group increased by 6,400 MW. Four projects in Hebei, including Huanghuatan Pumped Storage Power Station in Laiyuan, Baoding; Qiaojiahe Pumped Storage Power Station in Yixian, Baoding, Sandaogou Pumped Storage Power Station in Luanping, Chengde, and Yangjiaqiao Pumped Storage Power Station in Pingshan, Shijiazhuang, with a total of 5,800 MW, have been included as key preliminary projects of pumped storage in Hebei Province during the “14th Five-Year Plan” period.\nThe Group actively attempted to explore investment in new energy storage projects. During the Reporting Period, the Weichang Flywheel Energy Storage Demonstration Project (圍場飛輪儲能示範項目) and the Jingjing Flywheel Energy Storage Demonstration Project (井陘飛輪儲能示範項目) developed by the Group, namely, were included in the “2022 List of Independent Energy Storage Demonstration Projects on the Grid Side of Provincial Planning (First Batch)” issued by the Development and Reform Commission of Hebei Province, which are located in the northern grid of Hebei Province and the southern grid of Hebei Province, respectively. The Group will also continue to try to invest in new energy storage projects outside the province.","domain":"hydraulic_engineering"}
{"url":"http://www.kimley-horn.com/project/otay-mesa-power-generating-plant","date":"2013-05-23T22:50:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368704054863/warc/CC-MAIN-20130516113414-00094-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9434377551078796,"token_count":172,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__786739","lang":"en","text":"Otay Mesa Power Generating Plant\nSan Diego, CA\nKimley-Horn provided civil engineering services for the design and construction of a 500 Megawatt power plant in east Otay Mesa. The project included the planning, design and construction of 12,000 feet of 18-inch trunk sewer in Johnson Canyon. The sewer alignment passed through an environmentally sensitive area that required special construction methods as part of the mitigation. The project also included the design of 2,600 feet of potable and reclaimed water mains to serve the power plant. Perimeter roads were designed including a storm drain system that connected to the on-site detention basins. Preliminary alignment plans for an off-site 20 inch natural gas pipeline were prepared for the project, as well as a Stormwater Pollution Prevention Plan and post-construction Stormwater Management Plan.","domain":"hydraulic_engineering"}
{"url":"https://www.flyerelectric.com/blogs/accordion/463961-cumberland-house-sewage-pump-station-upgrade","date":"2024-04-13T03:37:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816535.76/warc/CC-MAIN-20240413021024-20240413051024-00421.warc.gz","language_score":0.9454533457756042,"token_count":68,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__173742084","lang":"en","text":"Cumberland House Sewage Pump Station Upgrade\nThis project consisted of the demolition and construction of a new automated SPS within the community. The work included all controls and automation, power, lighting, and emergency power generator. The approximate cost of this contract is $150,000.00. The project was controlled by Bullee Consulting.","domain":"hydraulic_engineering"}
{"url":"https://olbox.de/en/111005-2/","date":"2021-01-24T18:56:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703550617.50/warc/CC-MAIN-20210124173052-20210124203052-00318.warc.gz","language_score":0.652732253074646,"token_count":166,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__273947112","lang":"en","text":"Manual ATF Filling System (10.5 liters)\n|Application||Universal discharge pump for transmission fluid (ATF)|\n|Function||to create the pressure by hand and push the fluid out of the container.|\n|Features||– Integrated hand pump with aluminium pipe.\n– Equipped a gauge for pressure display.\n– Stable plastic container with marks.\n– Operating temperature up to 100°C.\n– White-transparent container for fluid display.\n– No power or compressed air connection required – also suitable for mobile use.\n|Supplied with||1 x pump (10.5 liters)\n1 x main tube with quick coupling and valve (spare part No.: 210014)\n8 x ATF adapters in plastic (spare part No.: 211003)","domain":"hydraulic_engineering"}
{"url":"http://www.telugusquare.com/ap-government-spent-rs-19000-cr-polavaram-naidu/","date":"2018-08-18T00:15:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221213247.0/warc/CC-MAIN-20180818001437-20180818021437-00511.warc.gz","language_score":0.9701365232467651,"token_count":145,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__94972918","lang":"en","text":"Andhra Pradesh Chief Minister N Chandrababu Naidu reviewed the progress of the construction with the engineers and officials.\nHe visited Polavaram Project site today & held a review meeting to track the progress of works.\nHe said, Polavaram irrigation project is the biggest project in the world with a capacity 50 lakh cusecs of water released, the concrete works would begin on December 10, the project would have 21 crest gates with 21 meters height and a 21-meter spillway.\nHe said The government had spent Rs.19,000 crore during the past two-and-half-years for the construction of the project. 40,000 crore of land to be acquired for the project.","domain":"hydraulic_engineering"}
{"url":"http://amcovalves.com/products/lift-check-swing-check-valves/","date":"2019-04-19T20:46:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578528058.3/warc/CC-MAIN-20190419201105-20190419223105-00220.warc.gz","language_score":0.9311590194702148,"token_count":141,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__3387899","lang":"en","text":"LIFT CHECK & SWING CHECK VALVES MANUFACTURER\nLift check valve:\nThe lift check valve is similar to a globe valve, where the disc is in the form of a ball or piston. Lift check valves are useful in high pressure and pipelines with upward flow. Check valves are automatic which opens in forwarding flow and closes with reverse flow.\nThe pressure passing through a flow opens the valve, while any reversal of flow closes the valve. There are types of check valves operates that vary depending on the mechanism. A disc is connected in the valve which allows the flow in the forward direction and returns to the valve when the flow is stopped to prevent backflow.","domain":"hydraulic_engineering"}
{"url":"https://mollersna.com/pallet-load-press/","date":"2022-08-08T03:27:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570765.6/warc/CC-MAIN-20220808031623-20220808061623-00571.warc.gz","language_score":0.8826732039451599,"token_count":92,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__125428003","lang":"en","text":"Load Press Station Heavy-duty tubular construction. Hydraulic compressing system with capacity of 10,000 Lbs. 60″ travel, to compress the stationary load. 3 HP hydraulic pump unit. Designed to press up to a preset/adjustable pressure setting. The compressing plate is made with 1/4″ steel plate, and structural channel frame, mounted on the main tubular frame. Compression comes from the top while the load remains stationary.","domain":"hydraulic_engineering"}
{"url":"http://www.thenorthernlight.com/news/article.exm/2012-01-11_birch_point_stormwater_upgrades_completed","date":"2014-09-23T06:19:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-41/segments/1410657138017.47/warc/CC-MAIN-20140914011218-00032-ip-10-234-18-248.ec2.internal.warc.gz","language_score":0.9490362405776978,"token_count":305,"dump":"CC-MAIN-2014-41","global_id":"webtext-fineweb__CC-MAIN-2014-41__0__169494933","lang":"en","text":"A recently completed stormwater improvement project will hopefully lead to less flooding for residents in an area on Birch Point, on the northern tip of Birch Bay.\nThe $197,234 project, which came in about $139,000 under budget, was the first major stormwater improvement project spearheaded by the Birch Bay Watershed and Aquatic Resources Management (BBWARM) district. The project replaced a 50-year-old stormwater system in the Charel Terrace community that stretched from the intersection of Semiahmoo and Charel Drives to the beach.\nThe project replaced most of the area’s aging stormwater pipes and constructed specialized drainage ditches called bioswales along some of the area’s roads.The improved stormwater system is designed to have more capacity than will likely be needed in the near future, county stormwater engineer Kraig Olason said.\nThe combination of new pipe and bioswales will be able to handle the stormwater that would flow through the area if the stormwater retention pond across Semiahmoo Drive from the Charel Terrace development were not there. Heavy rains and clogged drainage pipes have historically overwhelmed the pond and caused flooding in the area.\nThe construction project is part of an ongoing effort by BBWARM’s to improve stormwater systems in a number of areas in Birch Bay. County staff are continuing with the design and construction of stormwater improvement projects for the Cottonwood Beach area and Roger’s Slough.","domain":"hydraulic_engineering"}
{"url":"https://www.irbyconstruction.com/project/grand-river-dam-emergency-power-restoration/","date":"2024-02-23T13:50:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474412.46/warc/CC-MAIN-20240223121413-20240223151413-00082.warc.gz","language_score":0.9425063133239746,"token_count":151,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__150792400","lang":"en","text":"Grand River Dam Emergency Power Restoration\nType: Emergency Restoration\nScope: Performed post-ice storm emergency power restoration services in Oklahoma.\nLocation: Grand River Dam, Oklahoma\nClient: Grand River Dam Authority\nIn January 2007, a severe ice storm impacted the Tulsa Metropolitan Area (“TMA”) leaving more than 200,000 homes without power. The affected infrastructure included transmission lines owned and operated by the Grand River Dam Authority (“GRDA”), a state-owned electric utility deriving hydroelectric power from the Grand River Waterway. The GDRA contracted Irby to perform emergency restoration works in multiple TMA locations and power was restored within days.\nStart Date: January 2007\nCompletion Date: January 2007","domain":"hydraulic_engineering"}
{"url":"https://blueoceanpools.ca/product/waterway-19-sand-filter-1hp-pump-system/","date":"2021-04-18T14:44:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618038492417.61/warc/CC-MAIN-20210418133614-20210418163614-00241.warc.gz","language_score":0.8767318725585938,"token_count":82,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__47480052","lang":"en","text":"Waterway Carefree Sand Filter and Pump pack are designed with ideal combination of energy efficiency and excellent water clarity.\n- Large filter with extra sand holding capacity\n- Top-of-the-line Supreme high performance pump\n- Extra large 7\" pump trap with clear lid\n- Unionized gate valve to isolate the system for maintenance\n- Filter and pump housing bases\n- Fitting package for all connections","domain":"hydraulic_engineering"}
{"url":"https://china.aiddata.org/projects/33123/","date":"2022-08-10T03:00:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571097.39/warc/CC-MAIN-20220810010059-20220810040059-00440.warc.gz","language_score":0.9016496539115906,"token_count":2002,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__183812030","lang":"en","text":"China Eximbank provides $404.6 million loan for 338MW Stung Russey Chrum Hydroelectric Power Plant Construction Project (linked to #66059)\nConstant 2017 USD\nFunding agency [Type]\nExport-Import Bank of China [State-owned Policy Bank]\nEnergy (Code: 230)\nOn January 8, 2010, Huadian Power International Corporation and China Eximbank signed a cooperation agreement, which outlined the terms of financing for the 338MW Stung Russey Chrum Hydroelectric Power Plant Construction Project. Then, on July 1, 2010, China Eximbank and China Huadian Lower Stung Russei Chrum Hydroelectric Project (Cambodia) Company Limited [中国华电额勒赛下游水电项目(柬埔寨)有限公] — a special purpose vehicle and project company owned by Huadian Power International Corporation — signed a $404.6 million loan agreement for the 338MW Stung Russey Chrum Hydroelectric Power Plant Construction Project. The borrowing terms of the loan are unknown; however, it is known that Sinosure provided insurance, and Huadian Power International Corporation provided a precompletion guarantee (See: World Bank PPI). The total cost of the public-private partnership (PPP) project was $578 million, and it was financed according to a debt-to-equity ratio of 70:30. China Eximbank provided debt financing. Huadian Power International Corporation provided the equity financing (as captured in Project ID#66059). The project involved the construction of a 338MW hydroelectric power plant. More specifically, it involved an Upper Scheme (2×103MW) and a Lower Scheme (2×66MW) Station, with a total power generation capacity amounting to 338MW. The Upper Scheme Station is a diversion-type hydropower station consisting of the dam, water inlet at the left bank, water diversion tunnel, surge tank, pressure conduit, and powerhouse, etc. The maximum height of the dam designed is 124m. A new reservoir is formed with a water surface of 12,938,000m2 and the power density is 15.92W/m2. The designed available water head for the power generation is 134m. The expected annual electricity generation of the upper scheme station is 732,500MWh and the net annual power supply to the gird is 652,700MWh. The Lower Scheme Station is a diversion-type hydropower station consisting of the dam, water inlet at left bank, water diversion tunnel, surge tank, pressure conduit, and powerhouse etc. The diversion system is situated in the left bank of the river with a total length of 2,064m, and the powerhouse is located 5km down to the lower scheme dam. The maximum height of the dam designed is 58.5m. A new reservoir is formed with a water surface of 1,067,000m2 and the power density is 123.71W/m2. The designed available water head for the power generation is 86m.The expected annual electricity generation of the upper scheme station is 465,700MWh and the expected net annual power supply to the gird is 414,900MWh. The power generated by the project is routed to 230/115kV O-Saom Substation. To do so, the project sought to install a 25km 230kV transmission line to Phnom Penh power grid. The project also sought to equip in total 4 sets of 0.4kV/400kW back-up diesel generators to supply 2 dams and 2 powerhouses in case of emergency. 4 monitoring meters were to be installed at the upper scheme station and the down scheme station respectively to monitor the electricity supplied to the grid and delivered from the grid to the proposed project, which will be in compliance with relevant Cambodian regulations. The project also involved the installation of 2 sets of the turbine/generator units with an individual capacity of 103MW at Upper Scheme Station, and 2 sets of the turbine/generator units with an individual capacity of 66MW at Lower Scheme Station, adopting the conventional hydropower technology which will be manufactured by Zhejiang Fuchunjiang Hydropower Equipments Co., Ltd in China.The project site is approximately 57 km northeast of Koh Kong town to first Dam (22km by water along koh pao and 35km by road) and 196 km of southwest from Pursat province, located in Pak khlang commune situated in the Mondol Seima District in Koh Kong Province. The geographical coordinates of the project are as follows: Lower scheme powerhouse: 103°04′49″E, 11°45′11″N; Lower scheme dam: 103°04′58″E, 11°47′08″N; Upper scheme powerhouse: 103°06′09″E, 11°49′24″N; Upper scheme dam: 103°06′33″E, 11°51′04″N. The main construction contractors were China Gezhouba Group Co., Ltd., China Water Conservancy and Hydropower (Eighth Engineering Bureau) Co., Ltd., China Water Conservancy and Hydropower (16th Engineering Bureau) Co., Ltd., China Hydropower Construction Group (15th Engineering Bureau) Co., Ltd., and Guizhou Power Transmission and Transformation Engineering Company.A formal groundbreaking ceremony took place on April 1, 2010. However, project implementation did not commence until October 9, 2010. The construction of the upstream powerhouse and tunnel started on November 17, 2010. The construction of the downstream powerhouse and tunnel started on December 13, 2010. The construction of the upstream dam started on December 15, 2010. The construction of the downstream dam started on April 5, 2011. The power plant was put into production on December 28, 2013. Cambodian Prime Minister Hun Sen officially inaugurated the Chinese-built 338-megawatt Russei Chrum Krom River hydropower dam on January 12, 2015.This project was implemented under a 35-year build-operate-transfer (BOT) agreement with the Cambodian Government. Per the terms of the BOT agreement, the electricity generated by the power plant is sold at a rate of 7.35 cents/kWh to state-owned Electricite du Cambodge, with the government earning about $12.5 million per year from tax revenues.\nThis project is also known as the Lower Stung Russei Chrum Hydroelectric Project, the 338MW Lower Stung Russey Chrum Hydroelectric Projec, or the 338MW Orussei Hydropower Power Plant Project. The Chinese project title is 鲁塞芝罗河水电站 or 额勒赛项目 or 额勒赛下游水电站 or 关于额勒赛下游水电站项目. The the Khmer project title is ទំនប់វារីអគ្គិសនី ស្ទឹងឫស្សីជ្រុំក្រោម.Some sources put the face value of the China Eximbank loan at $412 million. AidData relies on the more conservative value of $404.6 million, which is equivalent to 70% of the total project cost. The Overseas Development Finance Dataset that Boston University’s Global Development Policy Center published in December 2020 identifies the Government of Cambodia as the borrower of the China Eximbank loan that supported this project. However, multiple official sources identify China Huadian Lower Stung Russei Chrum Hydroelectric Project (Cambodia) Company Limited, which is also known as China Huadian Lower Stung Russei Chrum Hydro-Electric Project (Cambodia) Co., Ltd., as the borrower.\nNumber of official sources\nNumber of unofficial sources\nReceiving agencies [Type]\nChina Huadian Lower Stung Russei Chrum Hydroelectric Project (Cambodia) Company Limited [Joint Venture/Special Purpose Vehicle]\nImplementing agencies [Type]\nZhejiang Fuchunjiang Hydropower Equipment Co.,Ltd. (ZHEFU Hydropower) [Private Sector]; China Gezhouba Group Company Ltd. (CGGC) [State-owned Company]; China Hydropower Construction Group [State-owned Company]; China Water Conservancy and Hydropower Construction Group [State-owned Company]; Electricite du Cambodge [Government Agency]; Government of Cambodia [Government Agency]; Guizhou Power Transmission and Transformation Engineering Company [State-owned Company]\nAccountable agencies [Type]","domain":"hydraulic_engineering"}
{"url":"https://bioaccez.com/2021/01/13/","date":"2023-09-24T10:45:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506632.31/warc/CC-MAIN-20230924091344-20230924121344-00295.warc.gz","language_score":0.9230073690414429,"token_count":138,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__155859772","lang":"en","text":"Bioaccez wins the “La Sarenne” tunnel counting project in Isère, near d’Alpe-d ’Huez. As part of the construction of a new hydroelectric development in La Sarenne, Spie Batignolles GC has been awarded 2 lots. This project is taking place in a constrained mountain environment, on the Sarenne river in Isère (38). Spie Batignolles will dig a 3.5 km underground gallery, as well as the digging of a 350 m inclined shaft and the development of the existing gallery. The work will be carried out from January 2021 for a period of 36 months.","domain":"hydraulic_engineering"}
{"url":"http://www.eia.fi/?q=vmod","date":"2017-04-25T12:18:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917120349.46/warc/CC-MAIN-20170423031200-00587-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9492737650871277,"token_count":129,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__11952810","lang":"en","text":"VMod hydrological model\nThe VMod model is a distributed hydrological model, that is used to model a single river basin. The model takes meteorological data as input, an as a results computes river discharges for the whole catchment. The model is based on rectangular grid, where each grid cell has its own surface and soil water balance computation. The model contains an integrated a 1D-river network model that also includes lake and reservoir computation. Recent applications include computation of Mekong river basin discharges for future climates and reservoir development scenarios, as well as several applications for smaller watersheds in South-East Asia.","domain":"hydraulic_engineering"}
{"url":"https://incubator.m.wikimedia.org/wiki/Wp/nys/Wangamup_Bilya_(Serpentine_River)","date":"2023-10-01T20:12:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510924.74/warc/CC-MAIN-20231001173415-20231001203415-00741.warc.gz","language_score":0.9258834719657898,"token_count":260,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__260903771","lang":"en","text":"The river rises in the Darling Scarp below Bowerling Hill and flows westward crossing Albany Highway North of North Bannister. The river continues North West through the Youarling State Forest then the Serpentine National Park. The river flows through Serpentine Dam then flows over Serpentine Falls just south of Jarrahdale as it comes off the Scarp and onto the Swan Coastal Plain. The river continues West and crosses the South Western Highway then flows past the town of Serpentine. The river then veers South and continues until it discharges into the Peel Inlet near Mandurah.\nThe only tributary to Serpentine River is Big Brook. The river also flows through Kerulup Pool, Lake Amarillo and Goegrup Lake.\nSerpentine Dam Edit\nSerpentine Dam is one of the major water supply dams for Perth. The dam is used to store water which is released at a controlled rate to regulate the level in Serpentine Pipehead Dam, which in turn feeds water to the metropolitan trunk main network depending on demand. Construction of the dam was completed in 1961.\nNgiyan waarnk - References Edit\n- \"Serpentine River algae may damage health, Govt warns\". ABC News. 1 February 2007. Retrieved 13 August 2020","domain":"hydraulic_engineering"}
{"url":"https://www.lacoast.gov/reports/managers.asp?projectNumber=MR-03","date":"2019-12-08T19:55:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540514475.44/warc/CC-MAIN-20191208174645-20191208202645-00476.warc.gz","language_score":0.9202916622161865,"token_count":878,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__163824281","lang":"en","text":"PROJECT STATUS REPORT as of 6-Dec-2019\n|PROJECT: West Bay Sediment Diversion|\n|PRIORITY LIST: 1||PROJECT NO: 0102||CWPPRA NO: MR-3||DNR NO: MR-03|\n|PROJECT TYPE: Sediment Diversion||NET ACRES BENEFITTED: 9831|\n|REGION: 2||BASIN: Miss. River Delta||PARISH: Plaquemines|\n|LEAD AGENCY: COE|\n|LOCAL SPONSOR: DEPT. OF NATURAL RESOURCES, STATE OF LA.|\nPoint of Contact:\nDEPT. OF THE ARMY\nCORPS OF ENGINEERS\n7400 Leake Avenue\nNew Orleans, LA 70160\nPROJECT STATUS REPORT as of 6-Dec-2019\nWest Bay Sediment Diversion\nThe project consists of a conveyance channel for large-scaled uncontrolled diversion of freshwater and sediments from the Mississippi River. The diversion channel would be constructed in two phases: (1) Initial construction of an interim channel to accommodate a discharge of 20,000 cubic feet per second (cfs) at the 50% duration stages in the River and marsh development areas, and (2) Modification of the interim diversion channel design to accommodate full-scale diversion of 50,000 cfs at the 50% duration stage on the River after a period of intensive monitoring of diversion operations. Diversion of the Mississippi River flow would induce shoaling in the Pilottown Anchorage Area and project funds will be used to dredge the area. Dredged material will be used beneficially to create wetlands in West Bay.\nPROJECT STATUS: (Project Status Last Updated: 20-Aug-2008 )\nFlow measurements taken in May 2008 recorded a discharge of 51,270 cubic feet per second of Mississippi River water through the project diversion channel. Since constructed in 2003 the diversion project discharge has averaged 19,188 cfs. Initial construction of the project was designed to allow the discharge of 20,000 cfs at the 50% exceedence stage. Discharge measurements are taken roughly monthly using an accoustic doppler profiler as part of project surveillance and performance monitoring. At this point there is no evidence in the project area of marsh accretion from the deposition of diverted river sediment.\nIn 2006 the USACE performed maintenance dredging in the Pilottown Anchorage Area to remove induced shoal material in accordance with the project operations plan. Material from the dredging work was used benefcially for marsh creation in West Bay. The dredging event was performed using a hopper dredge linked to a pump out system - a first of its kind use of this technology in Louisiana wetlands restoration. To date approximately 225 acres of marsh have been created through the beneficial use of dredged material from the channel construction and maintaining the anchorage area.\nProject construction began in September 2003 and construction was completed in November 2003. An advertisement for construction of the project opened 08 July 2003 and bids were opened on 11 August 2003. Chevron-Texaco relocated a major oil pipeline in May 2003 under a reimbursable construction agreement. A real estate plan for the project was completed in October 2002 and execution of the plan will be completed in July 2003. The project Cost Sharing Agreement was signed August 29, 2002. A 95% design review was held May 17, 2002. A Record of Decision finalizing the EIS was signed on March 18, 2002. The Task Force, by fax vote, approved a revised project description and reauthorized the project to comply with CWPPRA Section 3952 in April 2002. At the January 10, 2001 Task Force meeting, approval was granted to proceed with the project at the current price of $22 million due to the increased costs of maintaining the anchorage area. A VE study on the project was undertaken in August 2000.\nThe current project estimate is $50,863,503 , which includes $5,972,907 for construction first costs, and $1,196,946 and $43,693,650 for 20 years of monitoring and operations and maintenance, respectively.\n|LaCoast.gov||Project Managers' Technical Factsheet|","domain":"hydraulic_engineering"}
{"url":"https://siampathy.com/ebara/","date":"2020-10-28T20:26:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107900860.51/warc/CC-MAIN-20201028191655-20201028221655-00390.warc.gz","language_score":0.7220410704612732,"token_count":151,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__77500445","lang":"en","text":"EBARA Fluid Handling’s stainless steel non-submersible pumps meet a wide range of industrial, municipal, flood control, and residential water and wastewater applications. The cast iron line of Ebara pumps includes submersible sewage, submersible sump, semi-vortex, vortex, grinder, non-clog, and dry pit models.\nNON-SUBMERSIBLE PUMP (CAST IRON)\n– Moving clean water for civil, agricultural, industrial use, pressure boosting units, heating and air conditioning plants\n– Farming irrigation\n– Sport centres\n– Washing plants\nNON-SUBMERSIBLE PUMP (STAINLESS STEEL)\n3D Series (download)","domain":"hydraulic_engineering"}
{"url":"https://maiyercraft.com/product/afacility-mp720e/","date":"2024-02-21T15:38:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473518.6/warc/CC-MAIN-20240221134259-20240221164259-00894.warc.gz","language_score":0.8917869925498962,"token_count":129,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__52545913","lang":"en","text":"MP 720E Double-Piston Hydraulic Mortar Pump\nMP720E is a double-piston hydraulic mortar pump with high integrity. This equipment is of compact structure and can be used for delivering various kinds of mortar, slurry and fine aggregate concrete of 0-16mm diameters.\nThe max. displacement is 20m³/h, the max. pumping pressure 68bar. It can be used for multiple working circumstances, such as paving the ground, pouring walls and shoring side slopes.\nThe equipment carries out the combined operation of delivering and spraying, which will greatly enhance the efficiency and reduce the labor cost.","domain":"hydraulic_engineering"}
{"url":"https://www.cmc-group.me/en/node/264","date":"2023-05-29T15:40:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224644867.89/warc/CC-MAIN-20230529141542-20230529171542-00508.warc.gz","language_score":0.9106802344322205,"token_count":301,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__241557763","lang":"en","text":"The company CMC Controlmatic Commerce d.o.o. on 21. 06. 2012. signed a contract with PE \"Regionalni vodovod Crnogorsko primorje\" for the reconstruction of pump stations “Uganjska vrela” and \"Podgor\". The contract covers making of the Main design of reconstruction for pumping stations, making the Main design of measurement and regulation manhole \"Obzovica\", and works for all mentioned.\nUnder planned reconstruction of the PS \"Podgor\" there will be performed the installation of three new centrifugal horizontal pumps, each with 350 kW power installed, installation of transformer facility, and the installation of process and measurement and control equipment for the management and monitoring of the pump station.\nReconstruction of PS \"Uganjska vrela\" comprises the construction of a new 50m3 storage tank in which will be installed two submersible well pumps, construction of a new pipeline from the reservoir to the pump station’s mechanical room, as well as the installation of process and measurement and control equipment for the management and monitoring of the pump station.\nThe planned time period for completion is 195 days, while the total contract amount of work is € 463,467.17. Investor is PE \"Regionalni vodovod Crnogorsko primorje\", and the end-user PE “Vodovod” Cetinje.","domain":"hydraulic_engineering"}
{"url":"https://www.jamesnewport.co.uk/spending-money-like-water/","date":"2019-03-25T20:45:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912204300.90/warc/CC-MAIN-20190325194225-20190325220225-00281.warc.gz","language_score":0.954559862613678,"token_count":211,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__40040360","lang":"en","text":"Ground investigations for the £800,000 scheme began in April and the scheme is set for completion in November.\nRochford District Council’s head of the Flood Forum, Cllr Mike Steptoe, said: “This extra funding for Rayleigh will ensure that residents benefit from added flood protection and reassurance over and above the improvements that Rochford District Council has already managed to achieve.”\nThe works include the construction of a small attenuation bund on a sports fields and works to increase the storage capacity of Sweyne Park pond, which had previously overflowed during periods of heavy rainfall.\nIn times of heavy rainfall, the new scheme will allow water to be stored on the school field before discharging through a series of land drains and into the existing surface water drainage system at a controlled rate. The pond works will help increase its storage capacity. These two measures will lower the flood risk in the areas to the west of Sweyne Park School which have suffered repeated flooding. The scheme will protect 55 residential properties.","domain":"hydraulic_engineering"}
{"url":"http://intelligentsiya.blogspot.com/2013/06/monasavu-landowners-to-meet-government.html","date":"2018-11-14T11:17:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-47/segments/1542039741979.10/warc/CC-MAIN-20181114104603-20181114130603-00261.warc.gz","language_score":0.9347838759422302,"token_count":125,"dump":"CC-MAIN-2018-47","global_id":"webtext-fineweb__CC-MAIN-2018-47__0__105914739","lang":"en","text":"Report by: Apisalome Coka\nMonasavu landowners will be meeting with government next week.\nLandowners Association vice president Tomasi Tikonilia confirms to FBC News, they will be discussing about their plea.\nLandowners are claiming they still have not been compensated for the damage in the construction of both the Monasavu Dam and the Wailoa pumping station.\nTikonilia says the construction of the dam and the pumping station at Wailoa started way back in 1976.\nThe meeting will be held at parliament house in Nasese, Suva on next Thursday.","domain":"hydraulic_engineering"}
{"url":"https://www.jabarprov.go.id/En/index.php/news/710/Aher_Reviews_Hydro_Power_Plant_PLTA_Cisokan","date":"2020-07-11T08:07:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655924908.55/warc/CC-MAIN-20200711064158-20200711094158-00186.warc.gz","language_score":0.946970522403717,"token_count":442,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__245821280","lang":"en","text":"BANDUNG-West Java Governor Ahmad Heryawan (Aher) reviewing development projects of the hydro power plant (PLTA) Upper Cisokan Cisokan Storage (UCPS), in Rongga District, West Bandung regency, on Wednesday (16/03/16).\nUCPS hydropower has capacity of 4 x 260 megawatts (MW), planed to begin full commercial operations in 2020. The construction stage consists of the road construction, access road construction, Upper and Lower Dam construction, Power House and aqueduct, and switchyard construction and construction of 500 kV Transmission Line.\n\"It's already been around to dam up. There also seen weir below. Next, from the two dams will be present Hydroelectric Power Plant (PLTA), which is Upper Cisokan PLTA with its unique technology,” said Governor Aher.\nWith two existing dams, water is pumped from the lower reservoir to the upper reservoir using the residual thermal energy which taken from the system interconnect Java - Bali when the load is low at midnight or early morning.\nDuring the peak hours between 17:00 to 10:00 p.m., water flowed from the upper reservoir to the lower reservoir through two tunnels and penstock to the powerhouse to generate electrical energy.\nCisokan hydropower is expected to increase the supply of energy during peak loads, as backup generation facilities if a decreased capacity on the network and to helps regulate the overall system frequency between 49 and 51 Hz.\nOverall installed capacity of 1,040 MW with Pumped Storage system is the first in Indonesia.\n\"This is a new and renewable energy, which of its resources in West Java are very adequate water resources. It will be the largest hydropower plant in the history in Indonesia. This capacity is 260 MW x 4 so 1040,” said Aher.\n\"I hope this will be a new energy that can meet the needs in Indonesia, the needs of industry, households, and also any kind of needs. It entered into the program of 35,000 megawatts electric national volume,” he added.","domain":"hydraulic_engineering"}
{"url":"http://torishima.co.id/product/mmtv/","date":"2020-07-08T01:47:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655896169.35/warc/CC-MAIN-20200708000016-20200708030016-00002.warc.gz","language_score":0.9079505801200867,"token_count":138,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__218966956","lang":"en","text":"The Torishima MMTV is a vertical mixed-flow multistage pump with canister, mainly applied as a condensate pump in power plants.\nThe high pressure vertical canister pump presents significant advantage inthose cases where limited suction head is available. This applies particularly in the case of condensers in power stations, desalination plants and other pipeline pumping applications. The canister serves as a suction receiver, and by adding the length to the canister / pump, advantage suction head can be provided to ensure trouble-free operation.\nPumping hot water and condensate in power stations, especially in cases where the suction head is restricted.","domain":"hydraulic_engineering"}
{"url":"https://fireandfood.it/2018-02-10_sand-pumping-machine-india.html","date":"2020-05-31T13:31:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590347413406.70/warc/CC-MAIN-20200531120339-20200531150339-00404.warc.gz","language_score":0.7451788187026978,"token_count":760,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__86200158","lang":"en","text":"River Sand Pumping Machine, Wholesale sand blasting machine india,sand blasting machine wholesale suppliers and exporters,sand blasting machine wholesalers\nRiver Sand Pumping Machine, river sand machine for pumping sand. machine of river sand seller india Crusher, Grinding River Sand Manufacturers in\nsand plant sand making machine, sand was. sand washing machines artificial sand making machine india, sand pumping machine manufacturers\nSea Sand Pumping Machine sea sand dredging machine – Crusher South Africa sand dredging pumping machine india, Sea Sand Washing Machine For, Know More.\nSBM can supply you all kinds of machinery for you all over the world. India Sand Pumping Machine, Indian Sand Pumping Machine Get More Info.\nRiver Sand Pumping Machine, Toyo Pumps India The TOYO PUMP range consists of the ET Series, DP(Light) Series, DPF/ DP (Dredge, Features:\nSand Pumping Machine Sand Pumping Machine, Wholesale Various High Quality Sand Pumping Machine Products from Global Sand Pumping Machine Suppliers and Sand\nstone crusher manufachers india.sand making machine,stone quarry sand impact this page is maily about stone crusher made sand pumping equipment shanghai sand\nsand pumping machine india sand pumping machine india sand pumping machine india is one of the products of our company main products sold,it is not\nsand pumping machine manufacturers india .. fine sand extraction equipment is a machine which can extract the find sand from muddy india. sand making machines,\nsand pumping machine india sand pumping machine india Home , Construction ERP Software,, Definite Purpose Contactors and Motor Starters for\nmachine of river sand seller india Grinding . river sand pumping machine india for resale. Classifieds of Indian Sand Making >>More;\nEvasbm » Blog Archive » sand pumping machine south africa. sand pump machine in south africa Old Jaw Crusher For Sale In India; Crushed Granite Gravel In Mn;\nused sand pumping machine. used sand pumping equipment price Sand Pump crushing plant price in India. . in andhra Sand making machine is the most widely used\nChina 18 / 16 Inch River Sand Pumping Dredging Pump Machine, (India). Mechanization, Automation, Mining and Machine vision technology.\nsand making machine manufacturer in india . top sand making machine manufacturers india. Zenith is a professional manufacturer of mining equipment, which includes\nSand Pumping Machine Manufacturers India, sand pumping machine manufacturers Sand pump machine Sand Pump, Slurry Pump,,Sand pump machine Manufacturing,\nconstruction machine manufacturers sand manufacturing machine smelter nickel machine sand pumping machine lister engine CS diesel engine clone from India,\nSea Sand Pumping Machine Crusher Mills, Cone, sea sand dredging machine – Crusher South Africa sand dredging pumping machine india Cutter suction dredger,\nhsm sand making machine for phosphate rock in india,artificial sand making machine,vertical artificial sand making us $8000 pumice Sea Sand Pumping Machine\nriver sand pumping machine suppliers india Making Every Effort to Offer You the Warmest Product Service. Please leave your information,\nsand pumping machine india. sand pumping machine lister engine2cmade in england sand pumping machine lister engine,made in england; Lister Water Pumps coal crushing\nSand Pumping Machine Supplier, Find Best Sand Source Top Quality Sand Pumping Machine Supplier, Sand Pumping Machine Companies, pumping machine,water pumping machine\nriver sand pumping machine suppliers india. sand pumping machine india globalpindd. results river sand pumping machine, search sand filters wholesale suppliers and","domain":"hydraulic_engineering"}
{"url":"http://en.xakslt.com/product/17/","date":"2023-04-01T13:42:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296950030.57/warc/CC-MAIN-20230401125552-20230401155552-00058.warc.gz","language_score":0.9221363067626953,"token_count":1493,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__206356582","lang":"en","text":"CH standard chemical pump\nCH type standard chemical pump is a Horizontal single-stage single suction cantilever centrifugal pump. It is a high efficiency and high anti cavitation pump derived from the optimization and combination of Z series partial type spectrum on the basis of C series type spectrum according to the standard of type II of centrifugal pump (equivalent to iso5199:2002) GB / T 5656-2008.\nZA / ZE petrochemical process pump\nThe petrochemical process pump is designed and manufactured according to api61011th centrifugal pump for petroleum, petrochemical and natural gas industries. Support mode: oh1 \\ oh2 two structures, impeller separated and closed. Ze pump is divided into three types: low pressure D, medium pressure Z and high pressure G.\nAccording to the API610 11th standard design, the pump body is supported by the center line and the bottom NPSH is designed. The material of pump overflow parts is Zirconium 702 or zirconium 705, which has stronger corrosion resistance. The flushing and cooling scheme of mechanical seal shall be in accordance with api682 and iso21049 standards, and the mechanical seal shall be cartridge mechanical seal. The machine seal has long service life, can be maintained, and can save production cost. The temperature and vibration remote sensors are installed at the bearing, which can remotely monitor the operation of the pump.\nKC type special material magnetic pump\nAccording to API685 and ISO2858 standards, a single-stage non leakage special material magnetic pump is designed and developed.\nHP type heat preservation jacketed pump\nIt is a single-stage single suction cantilever horizontal centrifugal pump with center line support (oh2). The pump body and pump cover are equipped with insulation jacket. The pump cover is designed with pump cavity purging interface. The bearing chamber is designed with cooling system. It is commonly used for the transportation of molten urea and molten ammonium nitrate. It can be used for the transportation of other chemical media containing particles or easy to crystallize.\nKMD self balanced multistage pump\nAccording to API610 standard, the horizontal multi-stage centrifugal pump with axial force self balance supported at both ends is developed. The impeller is arranged symmetrically, which can eliminate the axial force in theory. The pump end is equipped with angular contact ball bearing to bear the residual axial force, which completely solves the problem of axial force. There is no balance plate and balance ring in the pump, a pair of vulnerable parts are removed, the service life of the pump is improved, the friction loss of balance plate balance ring is eliminated, the volume loss of discharge pressure is eliminated, and the pump efficiency is improved.\nLVP liquid ring vacuum pump unit\nLVP type corrosion-resistant liquid ring vacuum pump is used to pump or compress air and other corrosive gas without particles, so as to form vacuum or pressure in a closed container. The vacuum pump unit combines liquid ring vacuum pump, steam water separator, plate heat exchanger, control valve, liquid level indicator and connecting pipe to form a skid, which is convenient for users to install on site.\nTHA type axial flow pump\nTha axial-flow pump is a single-stage radial split type, which is designed reasonably and easy to disassemble. According to the different shell, it can be divided into two types: elbow type and volute type. According to different installation forms, it can be divided into horizontal installation and hanging installation. According to different connection methods, it can be divided into three types: direct connection, reducer connection and belt connection.\nVSS vertical self-priming pump\nVSS series pumps are vertical, single-stage, single suction cantilever centrifugal Self-priming pumps; their size and performance meet DIN24256 / ISO2858 standard.\nKY type long shaft submerged pump\nKY type long shaft submerged pump, VS4 structure, pump shaft system flexible shaft, the axial force of the pump is carried by the thrust bearing on the bearing body, the radial force is supported by the sliding bearing on the pump shaft, which mainly transports non particle media similar to water, and the depth of underwater insertion can be greater than 2m.\nKX cantilever submerged pump\nVS5, the pump shaft system is rigid, and there is no sliding bearing under the liquid, which completely solves the problem that the bearing of the pump under the liquid is easy to wear and tear. The force of the pump is borne by a group of centripetal thrust bearings and a group of centripetal bearings, forming a double support, and improving the service life of the bearing. It mainly transports medium containing particles and easy to crystallize, and the insertion depth is not more than 1.5m\nKHG (OH3) vertical pipeline pump\nKHG type pipeline pump, oh3 structure, has independent bearing chamber and lubricating mechanism, the force produced by the pump has its own bearing body, that is, the pump shaft and motor shaft are designed separately, and the coupling is used to transmit the torque. It is mainly used for industrial transportation of high temperature, high pressure, granular and corrosive media.\nSP type small flow pump\nSP series single stage cantilever centrifugal pump with small flow and high lift is in accordance with the 11th edition of API610. Special measures have been taken in the hydraulic design of this series of pumps. The gentle decline of curve shape meets the requirements of process pressure regulation, without hump, and can be operated in the full flow range. It has the characteristics of high efficiency and energy saving, reliable and stable operation, high temperature and high pressure resistance, etc.\nBZ type pipeline emulsion pump\nEmulsification pump is a kind of precise combination of rotating stator, which produces strong shear force in high-speed rotation to realize mixing, homogenization, dispersion and comminution. Installed on the pipeline, the material can be processed continuously to eliminate the quality difference between batches.\nZAO solid particle delivery pump\nIt is designed and manufactured according to API61011th centrifugal pump for petroleum, petrochemical and natural gas industries. It is mainly used to transport suspended medium containing solid particles or impurities. The pump material is wear-resistant or corrosion-resistant. Optimize the structure of the pump, improve the stability of the pump operation.\nKSP chemical mixed flow pump\nKSP series chemical mixed flow pump is a horizontal radial split cantilever type mixed flow pump, and the pump body is supported by feet. It is designed and manufactured in accordance with GB / t13008-2010 technical conditions for mixed flow pump and axial flow pump. The pump has stable hydraulic performance, high efficiency, safety and reliability, stable operation and convenient maintenance. According to different working conditions, the pump seal can adopt packing seal, single end face, double end face and other seals, which are suitable for different working conditions.","domain":"hydraulic_engineering"}
{"url":"http://www.670kboi.com/common/page.php?pt=Water+flow+to+increase+on+the+Boise+River&id=5153&is_corp=0","date":"2013-12-05T08:33:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1386163042403/warc/CC-MAIN-20131204131722-00054-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.9657307267189026,"token_count":173,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__157039438","lang":"en","text":"The Bureau of Reclamation said Tuesday that it will increase flows from Lucky Peak Dam along the Boise River on Wednesday to about 1,400 cubic-feet-per-second (cfs) at the Glenwood Bridge gauging station.\nThe flows are well below the 7,000 cfs flood stage, and will to remain at that level through May 31.\nLast year, officials began releasing more water into the river in March to prevent late spring flooding.\n\"These are typical summertime flows along the Boise River,\" said Brian Sauer, reclamation hydrologist. \"There is no concern for flooding downstream, but we do advise people to exercise caution due to the swiftly moving water.\"\nThese releases also provide additional water for downstream salmon migration along the lower Snake and Columbia rivers Flows currently at the Glenwood gauge are about 800 cfs.","domain":"hydraulic_engineering"}
{"url":"https://althon.co.uk/products/high-capacity-drainage-channel/","date":"2024-04-14T10:58:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816879.25/warc/CC-MAIN-20240414095752-20240414125752-00334.warc.gz","language_score":0.8889166116714478,"token_count":197,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__66460208","lang":"en","text":"The Althon High Capacity Channel Drainage System is a glass reinforced concrete (GRC) channel drainage system available in a range of widths from 150mm to 600mm. We offer a selection of lid units for use in residential, car park through to heavy industrial drainage applications.\nThe high capacity of the drainage channels enables the installation of long uninterrupted runs without the need for intermediate outfalls. Althon High Capacity Channel Drainage offers considerable reductions in the amount of secondary pipework required. This extra capacity is useful for water storage, the largest drainage channel having a capacity of 412 litres per metre.\nThe unique trapezoidal shape of the high capacity drainage channel means that water in the channel generates its own flow. Our drainage channel is therefore self-cleansing and can be laid over long lengths without fall.\nIf you require any assistance or more information please contact us by phone on 01603 488700 or by email firstname.lastname@example.org","domain":"hydraulic_engineering"}
{"url":"https://gb.dubaiuae.net/6317-dubai-water-canal.html","date":"2020-03-29T15:54:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370494349.3/warc/CC-MAIN-20200329140021-20200329170021-00005.warc.gz","language_score":0.9406067728996277,"token_count":319,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__119611341","lang":"en","text":"The first stage of work includes the construction of a bridge under the canal on the Sheikh Zayed Highway. The traffic intersection in the area will be completely redesigned to allow free movement between the two banks of the canal. The width of the bridge will be about 800 meters. Also, as part of this phase, the bridge will be equipped with all the necessary communication systems, lighting and fountains. At the second stage, bridges will be built over the water channel on Al Wasl Road and Jumeirah Road, 8.5 meters high, under which yachts can freely pass. As part of the third stage, a three-kilometer canal will be built that will connect the bay of Business Bay Canal with the Persian Gulf.\nThe cost of the Dubai Water Canal project will be 7.34 billion dirhams. The length of the waterway will be about three kilometers, and the width is from 80 to 120 meters. All construction work under the project, including the construction of bridges, is planned to be completed by 2017. As a result of construction, the coastal part of the city will be increased by six kilometers.\nThe project will also build new shopping and entertainment centers, connected by a bridge, over 450 new restaurants along the marinas and four international-class hotels. At the first stage of the project, a chic four-level shopping center will be erected that will connect Business Bay with the project area with a total area of 50 thousand square meters. It is expected that in general the project will attract from 20 to 22 million tourists each year.","domain":"hydraulic_engineering"}
{"url":"http://ccmieparts.com/sk200-6e-hydraulic-pump/","date":"2024-02-26T09:54:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474659.73/warc/CC-MAIN-20240226094435-20240226124435-00050.warc.gz","language_score":0.8935928344726562,"token_count":213,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__29241412","lang":"en","text":"China Construction Machinery Imp&Exp Co., Ltd. is a leading manufacturer, supplier, and factory of hydraulic pumps for construction machinery. The SK200-6E hydraulic pump is one of their top products, designed for excavators and other heavy machinery.\nThis hydraulic pump is made with high-quality materials to ensure durability and long-lasting performance. It can withstand extreme temperatures and harsh environments without compromising its functionality. The SK200-6E hydraulic pump is easy to install and maintain, making it cost-effective for customers.\nBeing one of the most crucial components of construction machinery, the hydraulic pump plays a vital role in ensuring the smooth operation of the equipment. The SK200-6E hydraulic pump from China Construction Machinery Imp&Exp Co., Ltd. provides reliable and efficient power transmission for various applications. It is widely used in the construction industry worldwide and has gained immense popularity among customers.\nChoose China Construction Machinery Imp&Exp Co., Ltd. for high-quality hydraulic pumps, and experience maximum performance and efficiency of your construction equipment.","domain":"hydraulic_engineering"}
{"url":"https://sa.yeschamp.com/indexhot/hot-products/td-series-single-stage-vertical-pipeline-centrifugal-pump.html","date":"2023-12-05T22:53:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100568.68/warc/CC-MAIN-20231205204654-20231205234654-00176.warc.gz","language_score":0.8337666392326355,"token_count":315,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__271034788","lang":"en","text":"Single Stage In Line Centrifugal Pump.Inlet and Outlet are horizontal with top side pulled out structure.Can be repaired without removing the pipelines.\nEasy replacement in existing systems, Easy to install Sturdy structure, requires minimum space. Single stage in-line type, driven by a TEFC standard motor, top pull out design for fast and easy maintenance.\nThis series of products are designed for the top can be pulled out of the pipeline structure, general maintenance can not remove the pipeline. The pump series adopts removable mechanical seal, so it is unnecessary to remove the motor to replace the mechanical seal.\nTD vertical pipeline pump is a vertical structure, with the same inlet and outlet diameters, and located on the same central line. It can be installed in the pipeline like a valve. It has compact and beautiful appearance, small floor area and low construction investment. If the protective cover is added, it can be used outdoors.\nTD vertical pipeline pump is used to transport clean water and other liquids with physical and chemical properties similar to clear water.\nمعلمة المنتج 50 هرتز\nمعلمة المنتج 60 هرتز\nTD series of pump is single-stage inline centrifugal pumps equipped with standard motor and mechanical seal. Pump body is equal to a section of pipeline; pump casing is of cast iron and impeller is SS 304 or CI construction. Pump is suitable for transfer and pressure boosting of high volume of water.","domain":"hydraulic_engineering"}
{"url":"https://asianlite.uk/tag/gerd/","date":"2024-04-13T13:15:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816734.69/warc/CC-MAIN-20240413114018-20240413144018-00897.warc.gz","language_score":0.9525596499443054,"token_count":376,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__203093951","lang":"en","text":"The first power generation comes as Ethiopia’s downstream neighbours –Egypt and Sudan view the dam as a threat to reduce the volume of water reaching their territories….reports Asian Lite News\nThe Ethiopian government has announced its grand hydroelectric dam on the Blue Nile river has started generating electricity.\nPrime Minister Abiy Ahmed on Sunday officially inaugurated the first power generation of the mega-dam, dubbed the Grand Ethiopian Renaissance Dam (GERD), which is set to be the largest hydroelectric plant in Africa, Xinhua news agency quoted state-run Ethiopian Broadcasting Corporation (EBC) as saying in a report.\n“The dam’s electricity generation is a blessing for the downstream countries too. We want to export our pollution-free power to Europe through Sudan and Egypt,” Ahmed said during the inaugural ceremony.\nEthiopia’s state-television reported that one of the 13 turbines of the grand dam commenced power generation on Sunday, with power generating capacity of 375 megawatts of electricity.\nThe first power generation comes as Ethiopia’s downstream neighbours –Egypt and Sudan view the dam as a threat to reduce the volume of water reaching their territories.\nEthiopia however, claims the dam is essential for its electrification and development and will insignificantly impact the downstream countries.\nThe country has frequently said the dam is essential for its development and will enable it to distribute power to its population of more than 110 million.\nThe east African nation had initially planned to generate around 6,500 megawatts of electricity from the dam, which is now 84 per cent complete.\nThe power generating capacity was later reduced to 5,150 megawatts.\nThe dam is being built on the Blue Nile River in Ethiopia’s Benishangul- Gumuz Regional State with a designed total water holding capacity of 74 billion cubic metres.","domain":"hydraulic_engineering"}
{"url":"http://proformcivil.com/project-17-hamerlsey-drainage-design-surveying-civil-design-midland.html","date":"2023-03-28T09:41:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296948817.15/warc/CC-MAIN-20230328073515-20230328103515-00114.warc.gz","language_score":0.9610738754272461,"token_count":246,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__252331167","lang":"en","text":"Proform Civil was contracted to provide civil engineering design for the Hamersley Street and Fawell Street drainage catchments within the Midland region. The catchment is alternatively known as \"MD13\".\nThe objective of the project was to review the previous drainage design undertaken by another consultant (deemed not suitable for construction) and determine the most feasible and cost effective design for the proposed drainage alignment using the City's specific drainage requirements and accommodating future rezoning of the catchment to R40/60.\nThe catchment was analysed using feature survey and contours. The existing drainage system was to be upgraded, removed or reinstated as suitable. The 750m long alignment designed to accommodate existing and proposed service relocations. Storm events were to meet Q5 for piped systems and Q100 for overland flow with proposals for Q100 trapped low points. A set of plan and profiles was included in the construction set as well as all drainage computations and hydraulic grading been submitted for final review.\nAll drainage was modelled in 12D's advanced software for stormwater design using the rational method.\nThe outcome for the project design has been a significant cost saving with a practical, long term drainage solution for the area.","domain":"hydraulic_engineering"}
{"url":"https://www.northernontariobusiness.com/industry-news/construction/construction-complete-on-big-chaudiere-dam-696246","date":"2018-07-18T10:48:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676590127.2/warc/CC-MAIN-20180718095959-20180718115959-00150.warc.gz","language_score":0.9830238819122314,"token_count":247,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__121739023","lang":"en","text":"The federal government has announced construction has been completed on the $21.9-million Big Chaudière Dam, located downstream of Lake Nipissing and along the French River.\nThe Big Chaudière Dam is one of three dams that control the outflow from Lake Nipissing, according to a government news release. They are essential for maintaining its water level and for regulating the flow of water into the 105-kilometre-long French River.\nThe new Big Chaudière Dam, which consists of a south channel dam and a north channel dam, was completed in October 2016, with a total project cost of $21.9 million. The project began in 2012.\nThe replacement of the south channel dam began in fall 2014 and was completed in September 2015.\nThe replacement of the north channel dam began in November 2015 and was completed in October 2016.\nDuring construction, 15 Dokis First Nation labourers, as well as 10 other local workers, were hired for the project. Operation of the Big Chaudière Dam is providing ongoing full-time employment to two members of the Dokis First Nation.\nThe new dam is expected to help preserve tourism on the French River.","domain":"hydraulic_engineering"}
{"url":"https://www.tunnelsazmachine.com/en/news/the-ground-breaking-ceremony/","date":"2023-12-09T15:21:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100912.91/warc/CC-MAIN-20231209134916-20231209164916-00037.warc.gz","language_score":0.9269753694534302,"token_count":221,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__269217677","lang":"en","text":"Qatar's public works authority Ashghal has begun work on the second phase of the $251 million Mesaimeer Pump Station and Outfall Tunnel project, aimed at providing a sustainable solution to discharge surface and storm water. The scope of work includes the construction of a pumping station at the end of Mesaimeer Tunnel, south of Hamad International Airport, besides 10 pumps and auxiliary facilities. The project also includes the construction of a 10km-long outfall tunnel with a diameter of 3.7m. Upon completion the station will pump water from Mesaimeer Tunnel to the new outfall tunnel with an operating capacity of 19.7 cubic meters per second. The project is designed to ensure the preservation of the marine environment, with water being discharged 10km off-shore. The project is scheduled to be completed in the fourth quarter of 2021. In 2017, the project won the global best project award in the wastewater category, during the Engineering News Record (ENR) Global Best Projects Awards in New York City, in the presence of a group of the largest international companies executing global construction projects.","domain":"hydraulic_engineering"}
{"url":"https://hydrobim.pl/en/dry-flood-protection-reservoir-szalejow/","date":"2023-12-09T08:44:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100873.6/warc/CC-MAIN-20231209071722-20231209101722-00678.warc.gz","language_score":0.9445153474807739,"token_count":258,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__23062774","lang":"en","text":"Four dry reservoirs are being built as part of a flood protection project in the Oder River basin:\n- Szalejów Górny\n- Roztoki Bystrzyckie\nConstruction of the Szalejów Górny dry reservoir began at the end of 2018. It is the largest of the four flood control reservoirs being built in the Kłodzko Basin. It is an area that was heavily affected during the floods of the millennium in 1997 and in 1998 and 2011.\nThe Szalejów Górny reservoir is being built on the Bystrzyca Dusznicka, which is normally a small mountain river. It is located between the villages of Szalejów Dolny and Szalejów Górny.\nThe maximum capacity of the reservoir will be 9.9 million m3. In turn, the area of the reservoir, at maximum damming, is almost 119 ha\nThe Szalejów Górny dry reservoir will be automated and the water will be discharged through a system of sumps.\nThe HydroBIM team, which is working on behalf of Sweco, is tasked with design supervision and the development of a replacement design.","domain":"hydraulic_engineering"}
{"url":"https://www.pneumaticcontrolsindustrialcorporation.com/xlj-series-vacuum-angle-valve-with-release-valve-6722763.html","date":"2022-10-02T07:26:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337287.87/warc/CC-MAIN-20221002052710-20221002082710-00568.warc.gz","language_score":0.9379357695579529,"token_count":95,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__160691258","lang":"en","text":"XLJ Series Vacuum Angle Valve with Release Valve is operated with its advance functions. It is used to pushes the piston up as to open the valve. This range aids to silence exhaust air. It utilized for regulating the flow of a fluid. It is easy to control the flow of a liquid at a right direction. XLJ Series Vacuum Angle Valve with Release Valve is able to provide a smooth control conductance. It prevents the reverse flow of oil into the chamber.","domain":"hydraulic_engineering"}
{"url":"http://fujicac.com/portfolio-view/kruger-ag-denmark-tan-an-water-plant/","date":"2022-07-04T06:16:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104354651.73/warc/CC-MAIN-20220704050055-20220704080055-00076.warc.gz","language_score":0.8532135486602783,"token_count":175,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__152181653","lang":"en","text":"Tan An, Long An Province, Vietnam\nIn 1979 due to the development of the Tan An Town, to meet water supply needs, Long An Water Supply Company Limited to conduct the construction of pumping stations, water from the river about once upon a reasonable Baoding, public capacity of 12,000 m3 / day.\nTan An Water Plant: The total capacity is 15,000 m3/day, Tan An water plant renovation of the entire device to change the old technology obsolete to modern technology with the total investment over 30 billion VND, completed in 2009.\n- Project Name: TAN AN Water Plant\n- Client: KRUGER AG - DENMARK\n- Location: Tan An, Long An province\n- Project Period: 2007-2008\n- Project Description: Water Supply Plant\n- Scope of Work: Electrical, Cable & Control system Installation","domain":"hydraulic_engineering"}
{"url":"https://www.dilkashpakistan.com/design-of-diamer-bhasha-dam-under-construction-cpec/","date":"2021-11-29T04:56:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964358688.35/warc/CC-MAIN-20211129044311-20211129074311-00482.warc.gz","language_score":0.9432303309440613,"token_count":131,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__109987824","lang":"en","text":"Design of Diamer-Bhasha dam under construction on the River Indus in Gilgit-Baltistan, Pakistan\nThe construction of Diamer-Bhasha dam is expected to cost about $12 billion. Faced with the difficulty of finding The construction of Diamer-Bhasha dam is predicted to price concerning $12 billion. featured with the issue of finding funds for the four,500MW project, the govt. had determined to divide it into separate dam and power generation comes. However, it’s unclear that element of the project the govt. is curious about obtaining enclosed within the CPEC.","domain":"hydraulic_engineering"}
{"url":"http://searchmovie.xyz/8-inch-corrugated-drain-pipe/","date":"2019-02-16T12:26:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247480272.15/warc/CC-MAIN-20190216105514-20190216131514-00592.warc.gz","language_score":0.9042209386825562,"token_count":503,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__13026631","lang":"en","text":"downspout connectors 8 inch corrugated drain pipe price.\nsteel drain pipe perforated 8 inch corrugated near me kitchen sink drainage stainless basin faucet.\nmedium 8 inch corrugated drain pipe near me 4 drainage fancy in l single home depot.\ndrain pipe with sock 4 inch 8 corrugated home depot end cap in l single p.\n8 inch corrugated drain pipe near me p.\n4 inch corrugated drainage pipe fancy drain in l single 8 home depot near me.\npipe solid 8 inch corrugated drain fittings n.\n4 inch corrugated drainage pipe french drains are installed with 8 perforated that is socked to prevent sediment from eventually drain d.\npick the right drain line 8 inch corrugated pipe fittings foundation drains 2.\ndual wall corrugated drainage fittings are a high density polyethylene pipe with its smooth interior and exterior offers 8 inch drain.\ncasing slotted pipe 8 inch corrugated drain dimensions.\ncorrugated drainage pipe 6 drain charming inch 2 large d 8 dimensions.\nperforated drainage pipe 4 inch corrugated drain with low price 6 sock 8 solid land tractor supply suction.\n6 corrugated end cap 8 inch drain pipe fittings.\ncorrugated culvert pipe 8 inch drain near me home depot for sale dimensions.\nads 8 x n watertight solid dual wall pipe with inch corrugated drain fittings.\npipe 3 inch corrugated from china 8 drain home depot.\nplastic inch mm black perforated large diameter corrugated drainage pipe 8 drain near me.\n4 8 inch black plastic pipe double wall corrugated drain china.\n8 inch corrugated drain pipe plastic p.\nconnecting corrugated pipe to how adapt 8 inch drain near me.\ncorrugated double wall drain pipe 8 inch near me earth tube materials.\n8 inch corrugated drain pipe fittings.\n8 inch corrugated drain pipe suction.\ncorrugated drain pipe animal guard 8 rnal plastic inch fittings home depot.\n8 inch corrugated drain pipe plastic.\n6 corrugated drain pipe coupling 8 inch plastic.\nsteel drain pipes perforated corrugated drainage pipe with fittings china stainless 8 inch fitti.\ncorrugated drainage pipe double wall subsoil 3 inch drain foot 8 plastic.","domain":"hydraulic_engineering"}
{"url":"https://ecoenvironews.com/hydroelectric-power-plant-in-hattauae-is-58-complete-dewa/","date":"2024-03-03T22:49:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476399.55/warc/CC-MAIN-20240303210414-20240304000414-00412.warc.gz","language_score":0.936720609664917,"token_count":563,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__187254699","lang":"en","text":"The power plant will have a production capacity of 250 MW, a storage capacity of 1,500 Mwh, and a life span of up to 80 years once completed\nDubai Electricity and Water Authority (DEWA) has announced that the pumped-storage hydroelectric power plant site, which it is building in Hatta, is 58 per cent complete.\nThe power plant will have a production capacity of 250 MW, a storage capacity of 1,500 Mwh, and a life span of up to 80 years once completed.\nIt is the first station of its kind in the GCC, with investments of up to Dhs1.421bn. The project is planned for completion in Q4 2024.\nSaeed Mohammed Al Tayer, MD and CEO of Dubai Electricity and Water Authority (DEWA), recently visited and inspected the construction site at the hydroelectric power plant, where he was briefed about the progress of the project.\nThe visit also included the inspection of the power generators site and the upper dam, where the water intake in the Hatta Dam connected to the power generators has been completed.\nConstruction of the 72-metre main roller compacted concrete wall of the upper dam has also been completed.\nAl Tayer also inspected the work progress of the water tunnel, which is 1.2 kilometres long and connects the two dams. The concrete lining of the water tunnel is complete.\nAl Tayer said the plant in Hatta is part of DEWA’s efforts to achieve the Dubai Clean Energy Strategy 2050 and the Dubai Net Zero Carbon Emissions Strategy 2050 to provide 100 per cent of Dubai’s total power production capacity from clean energy sources by 2050.\nThe project supports the comprehensive plan to develop Hatta and meet its social, economic, developmental, and environmental needs, in addition to providing innovative job opportunities for citizens in Hatta.\nThe hydroelectric power plant will be an energy storage facility with a turnaround efficiency of 78.9 per cent that utilises the water stored in the upper dam, which is converted to kinetic energy during the flow of water through the 1.2-kilometre subterranean tunnel.\nThis kinetic energy rotates the turbines and converts mechanical energy to electrical energy which is sent to DEWA’s grid within 90 seconds in response to demand. To store energy, clean energy generated at the Mohammed bin Rashid Al Maktoum Solar Park will be used to pump the water through this tunnel back to the upper dam by converting the electrical power to kinetic energy making the whole project 100 per cent renewable.\nIn recent news, DEWA also reported a net profit of Dhs6.47bn for the first nine months of the year, recording near parity with its full-year net profit for 2021.","domain":"hydraulic_engineering"}
{"url":"https://www.mccsengineering.com/product-page/gwp187-a-a-water-pump-large-cast-impeller-no-bypass","date":"2021-04-12T00:36:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618038065903.7/warc/CC-MAIN-20210411233715-20210412023715-00003.warc.gz","language_score":0.8883907198905945,"token_count":148,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__233530262","lang":"en","text":"GWP187 - A/A+ Water Pump – Large Cast Impeller (No Bypass)\nUsing a high capacity water pump helps to reduce cavitation in the water jackets at higher RPM.\nThis higher capacity water pump with larger impeller moves more coolant than the small impeller GWP132 (850/997 Blocks) This pump does not have a bypass. The impeller protrudes into the block slightly more than 1/2″ and fits all 1275 Blocks and most 998/1098 blocks from 1967.\nFurther reduction of cavitation is achieved by using a large diameter water pump pulley, If using a larger pulley it is necessary to check clearance between the large pulley and the head.","domain":"hydraulic_engineering"}
{"url":"https://indianbayecosystem.com/adurt-brook-enhancement-project/","date":"2023-03-30T23:52:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296949506.62/warc/CC-MAIN-20230330225648-20230331015648-00785.warc.gz","language_score":0.9776068925857544,"token_count":110,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__199585131","lang":"en","text":"This project involved the replacement of two collapsed culverts. The deteriorated culverts were replaced with new ones to allow fish to migrate more freely providing access to approximately 7 km of upstream habitat. The new culverts will also improve the flow of water which is currently backing up during freshets, causing road washouts, stream bank erosion and increased sedimentation. Headwalls were constructed around the new culverts to help mitigate these issues from future re-occurence..\nProject Term: July 2016-December 2016\nThis project was funded by:","domain":"hydraulic_engineering"}
{"url":"https://www.pomhydroenergy.com/capacity-enhancement-upcoming-projects/","date":"2020-04-07T20:31:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585371805747.72/warc/CC-MAIN-20200407183818-20200407214318-00269.warc.gz","language_score":0.9273949861526489,"token_count":306,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__192776387","lang":"en","text":"Capacity Enhancement of existing projects\nThe capacity enhancement of our Khukhani & Mussapur power projects by 0.7 MW has been approved. With this capacity enhancement, the capacities of Khukhani & Mussapur projects will increase to 2.1 MW each. For such an expansion there will be less capital outlay as we have to only install plant & machinery with minor civil work. Other than this we are exploring to expand our capacities in canal based project since they have lessor uncertainties, high PLF, low execution risk and high profitability.\nThe Company has been allotted four small hydro-projects with capacity totaling to 25.75 MW. These projects are in different phases of approvals. The details of these upcoming projects are as follows:\n- Uhl, Mandi district, Himachal Pradesh – This run-of-river based project is worth Rs 140 crore. The project is expected to generate 14MW power.\n- Kilhi Bahl, Kullu district, Himachal Pradesh – This run-of-river based project is worth Rs 74 crore. It is expected to generate 7.5MW power.\n- Mainmatti, Karnal district, Haryana – This canal-based project is worth Rs 36.40. It is expected to generate 2.1MW power.\n- Khajuri, Yamuna Nagar, Haryana – This canal-based project is worth Rs 34.74 crore. It is expected to generate 2.150MW.","domain":"hydraulic_engineering"}
{"url":"http://www.esmagazine.com/keywords/1833-automatically-control","date":"2017-06-24T02:03:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-26/segments/1498128320209.66/warc/CC-MAIN-20170624013626-20170624033626-00064.warc.gz","language_score":0.9262174367904663,"token_count":107,"dump":"CC-MAIN-2017-26","global_id":"webtext-fineweb__CC-MAIN-2017-26__0__44548327","lang":"en","text":"The VARIOspeed® VFD is designed specifically for pressure control applications. As the flow and head conditions change in the pumping system, the VARIOspeed® VFD is able to automatically control the pump speed and maintain a constant discharge pressure.\nThe high-profile equipment involves an efficient, resilient trigeneration plant to provide heating, cooling, and power service. However, UConn’s most critical asset may be its forward-thinking, campus-wide energy strategy. Read more stories in June Issue 2017.","domain":"hydraulic_engineering"}
{"url":"http://fuminas.com.br/products/drainage-trough/","date":"2021-01-16T20:46:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703507045.10/warc/CC-MAIN-20210116195918-20210116225918-00487.warc.gz","language_score":0.8802152276039124,"token_count":207,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__146395202","lang":"en","text":"Fuminas works with the best when it comes to drainage channels in polymer concrete.\nFuminas provides drainage channels in polymer concrete with Brikslot galvanized steel grates.\nACO Self® surface drainage channels in polymer concrete are distributed by Fuminas for projects that seek the best rainwater drainage system.\nDeveloped with the same features as the Self® 100 model, ACO Self® 200 concrete concrete drainage channels differ by height of 15 cm.\nFuminas works with ACO Multidrain® polymer concrete channels. The products stand out by attending load classes C250, D400 and E600.\nThe great advantage of the Monoblock® line is to bring together in a single channel solution and polymer concrete grid.\nFuminas works with the drainage channels in ACO S® polymer concrete.\nHigh-strength, easy-to-install drainage system ideal for residential applications.\nDrainage system for trenches, ideal for discreet and effective drainage of roofs and residential floors.","domain":"hydraulic_engineering"}
{"url":"https://library.apec.edu.kz/index.php/product/centrifugal-pumps-design-application-second-edition-butterworth-1992/","date":"2021-10-17T15:54:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585178.60/warc/CC-MAIN-20211017144318-20211017174318-00155.warc.gz","language_score":0.897636353969574,"token_count":229,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__72057917","lang":"en","text":"Centrifugal Pumps: Design and Application, Second Edition focuses on the design of chemical pumps, composite materials, manufacturing techniques employed in nonmetallic pump applications, mechanical seals, and hydraulic design.\nThe publication first offers information on the elements of pump design, specific speed and modeling laws, and impeller design. Discussions focus on shape of head capacity curve, pump speed, viscosity, specific gravity, correction for impeller trim, model law, and design suggestions. The book then takes a look at general pump design, volute design, and design of multi-stage casing.\nThe manuscript examines double-suction pumps and side-suction design, net positive suction head, and vertical pumps. Topics include configurations, design features, pump vibration, effect of viscosity, suction piping, high speed pumps, and side suction and suction nozzle layout. The publication also ponders on high speed pumps, double-case pumps, hydraulic power recovery turbines, and shaft design and axial thrust.\nThe book is a valuable source of data for pump designers, students, and rotating equipment engineers.","domain":"hydraulic_engineering"}
{"url":"https://vfhturbine.com/existing-dam-or-reservoir/","date":"2024-04-18T14:22:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817206.54/warc/CC-MAIN-20240418124808-20240418154808-00036.warc.gz","language_score":0.8588302731513977,"token_count":154,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__2468908","lang":"en","text":"The VFH Turbine™ consists of the complete mechanical, electrical, and process control assembly for “smaller” and “medium” flow requirements. Based on the example photo shown, the 42″ diameter inlet and 30″ diameter inlet can produce up to 650 kW per unit for a Reservoir site. The two existing pipes & flanges coming from the dam will seamlessly match those of our butterfly valve and VFH Turbine™ flanges.\nThe VFH system has been designed to stop the turbine from spinning and allows the flushing process to move more silt and sediment without damaging the turbine or generator. Reservoir flushing helps remove deposited sediments from the reservoir to retrieve the reservoir storage capacity and help flood control.","domain":"hydraulic_engineering"}
{"url":"http://www.jkr.sarawak.gov.my/modules/web/page.php?id=119","date":"2015-07-31T19:23:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-32/segments/1438042988311.72/warc/CC-MAIN-20150728002308-00165-ip-10-236-191-2.ec2.internal.warc.gz","language_score":0.9359467625617981,"token_count":132,"dump":"CC-MAIN-2015-32","global_id":"webtext-fineweb__CC-MAIN-2015-32__0__104300920","lang":"en","text":"The proposed Bengoh Dam is located approximately 40km south of Kuching and about 2km from Kpg. Bengoh. The storage capacity of Bengoh Dam is 144.1 Mm3. The Bengoh Dam Project includes the construction of a 63.2m high and 267m long roller compacted concrete (RCC) dam, a 1941m long paved access road complete with a 89.60m long bridge over Sg. Semadang and other associated works. Work commenced on 7.8.2007 and is expected to be completed in year 2013.\nAbove: The Roller Compacted Concrete(RCC) Bengoh Dam","domain":"hydraulic_engineering"}
{"url":"https://yakacikvalf.com.tr/check-valve-56-detay","date":"2022-05-21T17:56:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662540268.46/warc/CC-MAIN-20220521174536-20220521204536-00275.warc.gz","language_score":0.8284024000167847,"token_count":106,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__252531249","lang":"en","text":"KIND OF THE CHECK VALVES\n• Yakacik Check Valve Catalogue\n• Dual Plate Check Valve Catalogue\n• Brass swing Check Valve Catalogue\n• Wafer Swing Check Valve Catalogue\n\"Check valves are safety armatures which prevents the fluid in the line to turn back. The closing element moves on the vertical direction on the sitting surface. They close by the power of spring and register weight It is suggessted to been installed in horizontal position for the types with spring.\"","domain":"hydraulic_engineering"}
{"url":"http://www.pakistantoursguide.pk/about-pakistan/azad-kashmir/mangla-dam/","date":"2018-12-12T00:28:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-51/segments/1544376823710.44/warc/CC-MAIN-20181212000955-20181212022455-00603.warc.gz","language_score":0.9530385136604309,"token_count":423,"dump":"CC-MAIN-2018-51","global_id":"webtext-fineweb__CC-MAIN-2018-51__0__52348440","lang":"en","text":"Mangla Dam is World’s third most astronomically immense earth-filled dam was consummated in 1967 on the River Jehlum. It is situated 115 km south-east of Islamabad. After travelling for 101 km on G.T. Road, we have to peregrinate turn left from Dina to cover remaining 14 km. The dam is 3,353 m long, 116 m high above the river bed and 3,140 m wide at its crest. It is designed to store 5.88 MAF dihydrogen monoxide and has a minimum power generation capacity of 600 megawatts. There is an old Gakkhar Fort on the dam to have a panoramic view of the lake.\nPurpose of The Project:\nMangla Dam is a multipurpose project primarily meant for affecting part replacement of water supplies of three eastern rivers from Jhelum river. Besides, it is designed to conserve and control flood water of river Jhelum through significant reduction in flood peaks and volumes at downstream by incidental use of the available storage space. The other by products are power generation to meet the power demand of the country, fish culture to provide protein rich diet, tourism to provide healthy recreation facilities to the people and navigation.\nMangla Dam project consists of two dams (Main Dam & Jari Dam), two dykes to contain reservoir, two spillway for outflow regulations, intake structures with five tunnels, a power house and a tailrace canal.\nMangla Dam Power House has been constructed at the toe of intake embankment at the ground surface elevation of 865 ft. SPD. The water to power house is supplied through five steel lined tunnels of 30/26 ft. diameter. Each tunnel is designed to feed two generating units. The power house tailrace discharges into New Bong Canal which has a length of 25,000 ft. with discharge capacity of about 49,000 cusecs, and terminates at an automatic gate control headworks at about 12 km downstream located near old Bong Escape Headworks.","domain":"hydraulic_engineering"}
{"url":"https://www.finditparts.com/products/141744/buyers-products-hds36255","date":"2019-07-16T04:55:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195524502.23/warc/CC-MAIN-20190716035206-20190716061206-00150.warc.gz","language_score":0.8182015419006348,"token_count":211,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__129561396","lang":"en","text":"Dual Shaft Hydraulic Pump With 2-1/2 Inch Diameter Gear\nFree shipping on orders over $100 details\nOrders placed before 11am PST will ship same day\nSave: $235.18In stock\nlimited availability at this price!\nDual shaft design is ideal for powering refuse truck operations.\nTough cast iron construction.\nCan handle continuous-duty maximum operating pressure of 2500 PSI.\nThe Dual Shaft Hydraulic Pump from Buyers Products is excellent for powering continuous duty operations such as refuse collection.\nThe pump is built tough of cast iron. A double shaft design allows for a maximum operating pressure of 2500 PSI while doing continuous duty. It can reach a maximum 1800 RPM.\nThe pump is bi-rotational and is available in a 2 in. and 2-1/2 in. gear size.\nProduct Common Use: Truck and Trailer Hydraulic Systems, Refuse Collection Vehicles\n|Maximum Pressure||2500 PSI|\n|Input Mount Type||Integral Bracket|","domain":"hydraulic_engineering"}
{"url":"http://www.rockanchoring.com/news/industry-news/gezhouba-group-signed-deal-of-hydropower-project-in-laos/","date":"2018-02-17T21:18:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891807825.38/warc/CC-MAIN-20180217204928-20180217224928-00561.warc.gz","language_score":0.9307678937911987,"token_count":303,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__111591642","lang":"en","text":"China Gezhouba Group Co. signed a project development agreement with the Lao government on Friday to build a hydropower station in Saravane Province. The agreement comes as the two countries push forward construction of the-China-Laos railway.\nThis is the first hydro plant investment project in Laos by the China Gezhouba Group, which built the Gezhouba Dam with a total installed capacity of 2,715 megawatts along the Yangtze River in China.\nThe project, named Xelanong 2, is located on one of the tributaries of the -Mekong River. The construction is expected to take about 40 months and the total investment is around $71.86 million. The hydropower station, with a dam height of 55 meters, will be operated under the build-operate-transfer (BOT) model.\nIn terms of the overseas hydropower project, Sinorock has gained lots of practical experience owing to Sinorock reliable rock anchor system. Sinorock rock anchors have been used in many famous international projects, like Pakistan NJ Hydroelectric Project, Malaysia HuLu Hydroelectric Station, Nepal Upper Tamakoshi Hydroelectric Project and Ecuador Topo Project, etc..\nSinorock is devoting itself to provide systematic rock anchoring solution for global geotechnical anchoring projects and be the security ground expert. Sinorock rock anchor must be your dependable choice for the construction of hydropower stations.","domain":"hydraulic_engineering"}
{"url":"https://www.stellarinc.ca/shop/product/120001-ecojet-120-3-4-hp-110v-63886","date":"2023-10-02T20:56:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511021.4/warc/CC-MAIN-20231002200740-20231002230740-00266.warc.gz","language_score":0.8576428890228271,"token_count":120,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__260794418","lang":"en","text":"ECOJET 120 3/4 HP 110VReturn to Shop\nLeader Ecojet highly reliable self priming JET Pumps with excellent suction capability which allows the free passage of air bubbles, which can be used for supplying water for domestic and irrigation applications. Leader Ecojet pumps are built with anti-corrosive and rust-proof materials. Leader Ecojet motors with thermic overload protection. Wear resistant shafts and impellers. Double sealing system between motor and hydraulic part. Leader Ecojet pumps have a high resistance to frost and icing. Manual on/off switch.","domain":"hydraulic_engineering"}
{"url":"http://www.grizzly.com/outlet/Hydraulic-Milling-Vise/H7771","date":"2016-08-26T06:42:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-36/segments/1471982295358.50/warc/CC-MAIN-20160823195815-00104-ip-10-153-172-175.ec2.internal.warc.gz","language_score":0.7448832392692566,"token_count":115,"dump":"CC-MAIN-2016-36","global_id":"webtext-fineweb__CC-MAIN-2016-36__0__88867751","lang":"en","text":"Grizzly | Model: H7771\nHydraulic Milling Vise\nGrizzly H7771 - Hydraulic Milling Vise\nUtilize hydraulic pressure to maximize clamping force up to 45kN. A built-in hydraulic chamber with valve and handle generate tremendous pressure. Includes pressure gauge, clamping bolts, handle extension and handle. Jaw width is 6\", jaw height is 2 1/16\" and maximum jaw opening is 12 19/32\". Approximate shipping weight: 129 lbs.\nAnimation for H7771","domain":"hydraulic_engineering"}
{"url":"https://storthmachinery.co.uk/submersible-pumps/","date":"2020-07-02T15:45:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655879532.0/warc/CC-MAIN-20200702142549-20200702172549-00005.warc.gz","language_score":0.8331336975097656,"token_count":71,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__232362200","lang":"en","text":"Pumping Solutions > Submersible\n– The best solution for pumping manure from deep pits.\n– Economical Pumping Solution\n– Direct powering of fan blades from the motor shaft, therefore minimum mechanical losses and high pumping efficiency\n– Reduced risk of problems due to long fibres in the pit due to the efficient cutter knives at the pump inlet","domain":"hydraulic_engineering"}
{"url":"https://www.phoenixtruckmounts.co.uk/new-style-k-valve-169-169","date":"2019-03-18T16:31:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912201455.20/warc/CC-MAIN-20190318152343-20190318174343-00255.warc.gz","language_score":0.9250143766403198,"token_count":104,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__199477644","lang":"en","text":"The valve body is made from forged brass and the handle is stainless steel. It has the \"soft opening\" feature and has been tested at pressures over 1000 psi. The valve has an inlet and outlet of 1/8\" FNPT. The seal for this valve is Teflon and can be repaired easily.\nWestPak USA Brass Offset Valve -200 OS detail valves.1200 PSI pressure rated. Universal design, fits PMF, Pro-chem, Kingston, CDI, and CMP.","domain":"hydraulic_engineering"}
{"url":"https://www.ecsafeandsound.org/flood-mitigation-projects","date":"2020-04-02T09:42:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370506870.41/warc/CC-MAIN-20200402080824-20200402110824-00554.warc.gz","language_score":0.9666240215301514,"token_count":120,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__65336137","lang":"en","text":"Flood Mitigation Projects\nWhen County Executive Ball took office, there were already several projects underway that will increase the watershed's retention capacity and will improve water conveyance. With the exception of the construction and design of the Lower Main Street open space, these upstream projects already in the pipeline are continuing to move forward as scheduled at this time. The Ball Administration is continuing to examine alternatives to full-scale removal of the buildings on the lower end of Main Street, as well as additional opportunities for stormwater projects throughout the watershed.\nFlood Mitigation Projects Map\n(click map for additional information)","domain":"hydraulic_engineering"}
{"url":"https://bon-infra.com/projects/sunbury-recycled-water-plant-upgrade/","date":"2024-04-21T01:21:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817699.6/warc/CC-MAIN-20240421005612-20240421035612-00807.warc.gz","language_score":0.9133700132369995,"token_count":231,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__163561391","lang":"en","text":"Bonacci Infrastructure delivered the structural and civil design packages for upgrades to the existing Sunbury Recycled Water Plant. Structural works included a new 33 x 12 metre membrane tank, inlet works, bunded chemical storage and dosing areas, pump station, electrical switchroom and odour control facilities.\nBonacci Infrastructure also delivered the structural design for extensive modifications to the existing sedimentation tanks to enable them to be repurposed as a bioreactor. These tanks, which were originally constructed in the 1970’s, were in poor condition and suffered from joint failure, corroded reinforcing and areas of compromised concrete integrity.\nBonacci Infrastructure completed a series of condition assessments on the existing structures and provided comprehensive advice on the remedial works required to achieve the Client’s nominated design life.\nCivil works completed as part of the project included bulk earthworks, stormwater and site drainage, and civil pavements.\nBonalbo Multi Purpose Service Health Facility\nNew South Wales Health\nErgon Energy Glenmore Road Depot","domain":"hydraulic_engineering"}
{"url":"http://www.pioneervalves.com/needle-valves-h-p-series-4763003.html","date":"2021-04-20T03:33:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618039375537.73/warc/CC-MAIN-20210420025739-20210420055739-00423.warc.gz","language_score":0.9666605591773987,"token_count":109,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__217624869","lang":"en","text":"Needle Valves HP Series are the specially designed and ruggedly made valves, which can be used in the corrosive as well as hazardous surrounds. The valves are applicable for process control, flow control and instrumentation applications. These precision-engineered essentials allow for a fine control of flow. Needle Valves HP Series can be regulated with much ease and less effort. It precisely fits into its place and gives a smooth flow between plunger and seat. The flow rate can be controlled with precision. This is a less complicated valves system.","domain":"hydraulic_engineering"}
{"url":"https://kidotalkradio.com/warning-boise-river-flows-set-to-increase-today/","date":"2023-12-06T14:12:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100599.20/warc/CC-MAIN-20231206130723-20231206160723-00705.warc.gz","language_score":0.9667614698410034,"token_count":161,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__250886183","lang":"en","text":"Warning: Boise River Flows Set to Increase today\nThe U.S. Army Corps of Engineers and the Bureau of Reclamation are increasing flows through Boise from approximately 240 to 1,750 cubic-feet-per-second, beginning today\nThe flow on the Boise River through town will be increased 500 cubic-feet-per-second each day over three days starting on (Wed) March 21, 2018, and ending on (Fri) March 23, 2018.\nThis increase in flows is due the current snow-pack in the basin as well as good reservoir carryover from the 2017 season. These releases will help reduce the risk of flooding later in the spring, which can happen with rapidly melting snow and seasonal precipitation.\nCurrently, the Boise River reservoirs are at approximately 82 percent of capacity.","domain":"hydraulic_engineering"}
{"url":"http://shop.milwaukeemap.com/upper-mississippi-river-chart-book","date":"2018-09-21T21:36:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267157569.48/warc/CC-MAIN-20180921210113-20180921230513-00157.warc.gz","language_score":0.9211344122886658,"token_count":89,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__105562060","lang":"en","text":"Were Sorry - this product is no longer available\nUpper Mississippi River Navigation Charts Book\nThe Upper Mississippi River Navigation Chart Book covers the Upper Mississippi River from the head of navigation at river mile 866 in Minneapolis, Minn., to the conjuction with the Ohio River at river mile 0 at Cairo, Ill. The navigable portions of the Minnesota and St. Croix Rivers are also included. The charts were last updated in 2011.","domain":"hydraulic_engineering"}
{"url":"https://www.simonspoolservice.com/blog.html","date":"2018-10-16T00:14:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583509958.44/warc/CC-MAIN-20181015225726-20181016011226-00096.warc.gz","language_score":0.9522117376327515,"token_count":116,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__177065929","lang":"en","text":"Maintaining proper pool water level is very important. It is much more critical than you think.\nIdeal pool water level is about half way of the skimmer opening.\nIf the water level is too high, leaves and debris on the water surface can not be skimmed into skimmer causingdirty look of your pool.\nLow water level causes much more problems and it could be critical. If the water level is too low, your pool pump will sucks in the air. It makesthe pump loose it's primeand causes lack of pool water circulation.","domain":"hydraulic_engineering"}
{"url":"http://www.farmingtonindependent.com/content/river-realignment-planned-spring-lake-park","date":"2015-03-31T17:13:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-14/segments/1427131300799.9/warc/CC-MAIN-20150323172140-00026-ip-10-168-14-71.ec2.internal.warc.gz","language_score":0.9422619938850403,"token_count":93,"dump":"CC-MAIN-2015-14","global_id":"webtext-fineweb__CC-MAIN-2015-14__0__14488569","lang":"en","text":"River realignment planned at Spring Lake Park\nThere have been a number of barge groundings, with the subsequent dredging, in the Mississippi River at Spring Lake Park. The U.S. Corps of Engineering is proposing to cut a new channel realignment of the river near the area to reduce the long-term costs of dredging the existing channel. Under state law Dakota County has been the responsible governmental unit for the preparation of the environmental assessment worksheet.","domain":"hydraulic_engineering"}
{"url":"http://creatwit.com/a/products/Pressure_pump/151.html","date":"2023-09-27T15:43:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510300.41/warc/CC-MAIN-20230927135227-20230927165227-00264.warc.gz","language_score":0.8362041115760803,"token_count":159,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__92867723","lang":"en","text":"The pump (V17) includes pre-pressure pump, pressure regulator, stop valve, relief valve and output connection. And it adopts anti-rust technology, good sealing performance, stable pressure generating performance, long lifetime, simple operation.\nThe pump (V17) serves as pressure generator for the testing, adjustment and calibration of mechanical and electronic pressure measuring instruments.\nIt is widely used both in laboratory and on site for Power, Metallurgy, Petroleum, chemistry, Metrology industries.\n1. Pressure range: (0~700)bar\n2. Connection: M20x1.5 Optional;\n3. Media: Oil\n5. Weight: 4.8kg;","domain":"hydraulic_engineering"}
{"url":"https://amcham.am/current-members/contourglobal-hydro/","date":"2020-04-08T08:42:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585371810807.81/warc/CC-MAIN-20200408072713-20200408103213-00075.warc.gz","language_score":0.9428461790084839,"token_count":818,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__150776837","lang":"en","text":"ContourGlobal was founded in 2005 by current CEO Joseph Brandt, along with Reservoir Capital Group, a New York-based investment fund. Today, the company is uniquely positioned to continue its expansion through various ongoing growth projects.\nCG is a developer and operator of electric power and district heating businesses. CG manages, owns and operates an existing portfolio of 41 power plants with approximately 3,718 megawatts (“MW”) of installed gross capacity in operation or under construction, which makes up our total installed gross portfolio capacity. Our current portfolio spans 17 countries and 4 continents with a weighted average sovereign rating of BBB (weighted by capacity), utilizing a wide range of fuel types, technology and equipment. Of the 41 power plants in CG current portfolio, 36 are currently operating with a combined installed gross capacity of approximately 3,145 MW, which represents approximately 84.6% of the portfolio capacity (CG portfolio capacity consists of the operating assets and projects under construction that currently do not generate energy). In addition to CG operating assets, there are also six projects under construction with a total gross capacity of approximately 573 MW, which comprises the remaining 15.4% of the current portfolio capacity.\nIn July 2015, ContourGlobal Hydro Cascade CJSC, the local CG subsidiary, acquired Vorotan Complex of Hydroelectric Power Stations CJSC.\nVorotan Complex of Hydroelectric Power Stations (CHPS) is a complex of three hydroelectric power stations with an overall capacity of 404.2 MW and an average annual power generation of 1.16 billion kWh. The Vorotan Cascade is among the main power generation complexes in Armenia, providing both peak and base load generation, and performing grid stabilization services. The complex is located in the eastern part of Syunik region of the Republic of Armenia, some 240 km to the South-East of Yerevan. The Cascade has a total head of 1,223 m. The design of the Vorotan CHPS began in 1954, construction started in 1961. In 1970 the first power station, Tatev HPP, was put into operation, followed by Shamb HPP in 1978 and Spandaryan HPP in 1989.\nVorotan CHPS is located at the Vorotan River. It is comprised of four reservoirs and one Daily Regulation Pond. The Spandaryan Reservoir is the upper reservoir of the cascade. Highest water level is at 2,063 m a.s.l.; minimum water level is 2,030 m. The water is directed through an 8.1 km long pressure tunnel and a 2.17 km long penstock to Spandaryan HPP. The discharge from Spandaryan HPP and water from Vorotan River is retained by Angeghakot dam forming the Angeghakot Reservoir. Highest water level is at 1,677.4 m a.s.l.; minimum water level is 1,664.5 m. Water flows from this reservoir via a 10.5 km long gravity fed tunnel to the Tolors Reservoir, which is also fed by the Sisian and Ayri Rivers. Highest water level is at 1,651.5 m a.s.l.; minimum water level is 1,625.5 m. From the Tolors Reservoir, the water is supplied to the Shamb HPP via a 6.9 km long pressure tunnel and a penstock of 1.26 km in length. Below the Shamb HPP is the Shamb Reservoir (also named Tatev Reservoir) which is also fed by water from Laradzor River. Highest water level is at 1,335.4 m a.s.l.; minimum water level is 1,333.8 m. From this reservoir water flows through an 18.4 km long gravity fed tunnel to the Daily Regulation Pond of the Tatev HPP, from where the water is directed to Tatev HPP via a 1,900 m long pressure penstock.","domain":"hydraulic_engineering"}
{"url":"https://www.bgc.cc/projects/project/water-corporation-cunderdin-storage-tanks","date":"2019-12-14T03:17:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540579703.26/warc/CC-MAIN-20191214014220-20191214042220-00080.warc.gz","language_score":0.933919370174408,"token_count":307,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__3578818","lang":"en","text":"- BGC Contracting Office\n- BGC Contracting Branch\n- Mining Project\n- Construction Project\nWater Corporation Cunderdin Storage Tanks\nDesign and construction of these new tanks was an important part of the upgrade to the water quality along the Goldfields pipeline and to ensure the water is stored without risk of contamination. The project installation included:\n- 144 precast panels weighting 24t each\n- Two 3000m2 tank roofs\n- 900m of dual pipelines installed\n- Completed tie in to existing trunk main\n- Pipe Under boring under live highway\nBGC Contracting was awarded the contract to design, construct and test two 37.5 million litre ground level water tanks and associated works for the Water Corporation at Cunderdin, a town located in the Wheatbelt region of Western Australia.\nThe scope of work included in this project was:\n- Site earthworks and foundations.\n- In-ground water pipework including tie-in works to the existing goldfields pipeline.\n- Design and Construction of two 68m diameter precast concrete water storage tanks\n- Modular Roof Construction eliminate risk of working at heights using harnesses\n- Associated new access roads and overflow sump.\nDesign and construction of these new tanks was an important part of the upgrade to the water quality along the Goldfields pipeline and to ensure the water is stored without risk of contamination, which was the issue with the legacy open water storage dams. A highly successful project in the suite of project delivery to Water Corporation.","domain":"hydraulic_engineering"}
{"url":"http://english.tebyan.net/newindex.aspx?pid=40247","date":"2017-05-23T03:42:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-22/segments/1495463607325.40/warc/CC-MAIN-20170523025728-20170523045728-00070.warc.gz","language_score":0.9416834115982056,"token_count":133,"dump":"CC-MAIN-2017-22","global_id":"webtext-fineweb__CC-MAIN-2017-22__0__108537726","lang":"en","text":"Water Reservoirs, Bushehr\nDerakht (Tonbeh Koru) Water Reservoir, Dashtestan\nDerakht (Tonbeh Koru) Water Reservoir (Dashtestan)\nThis water reservoir is 12 km. east of Burazjan and at present has two reservoirs to the radius of approximately 4 m. dug out in the ground.\nQavam Water Reservoir, Bushehr\nQavam Water Reservoir (Bushehr)\nThis water reservoir is near Khalij-e-Fars Avenue, it was constructed during the Qajar era and dates back to more than 150 years ago.","domain":"hydraulic_engineering"}
{"url":"http://sngvarnish.cloudapp.net/Local/2017/11/08/Boone-Dam-workers-prepare-for-new-construction-phases.html?ci=stream&lp=12&p=1","date":"2020-04-09T05:02:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585371829677.89/warc/CC-MAIN-20200409024535-20200409055035-00492.warc.gz","language_score":0.9379119873046875,"token_count":176,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__60800231","lang":"en","text":"According to a press release from the Tennessee Valley Authority, the dam repair project should be completed by 2022 with a total estimated cost of $450 million.\nTVA spokeswoman Mary Ellen Miller said nearly 36,000 tons of stone from local quarries have been placed to fortify the upstream berm during the first part of construction plans. The additional rock will help fortify the earthen embankment — which is about 900 feet long — ahead of the construction of a diaphragm wall. Miller said the idea behind this phase of the project is to prevent “internal erosion.”\nWork is also underway on the downstream side of the dam to move machinery in preparation for the new construction. The next phase of work, according to officials, will be to widen the top of the dam.\nFor more on this story, visit the Johnson City Press.","domain":"hydraulic_engineering"}
{"url":"https://www.landschaftsarchitektur-heute.de/en/projects/projekt?contentID=2710","date":"2024-02-22T20:10:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473824.45/warc/CC-MAIN-20240222193722-20240222223722-00494.warc.gz","language_score":0.6770819425582886,"token_count":158,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__154588343","lang":"en","text":"Stauraumkanal Solbadstraße, Bad Pyrmont © 2015 Sei LandschaftsArchitekturbüro Georg von Luckwald\nEnvironmental construction supervision for the new construction of a storage channel for the combined sewer system\nEnvironmental construction supervision for exploratory drillings and test water drainage in the run-up as well as for the canal construction and the compensation measures.\nHighly sensitive location of the construction project in the healing spring protection area of the city of Bad Pyrmont. In addition, in the flood, nature conservation, landscape conservation and FFH area.\nRead more +\n2013 - 2014\nca. 1,3 Mio €\nEntsorgung Bad Pyrmont AöR\n31812 Bad Pyrmont\nShow project location on map","domain":"hydraulic_engineering"}
{"url":"https://www.bhdt.at/product/high-pressure-and-extra-high-pressure-piping/","date":"2023-12-03T09:56:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100499.43/warc/CC-MAIN-20231203094028-20231203124028-00540.warc.gz","language_score":0.7842938899993896,"token_count":127,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__207141522","lang":"en","text":"High Pressure and Extra High Pressure Piping\nHigh pressure and extra high pressure piping is used for applications above an operation pressure of 50 MPa. The HP flange connections are typically threaded.\nNominal size: DN10-DN150\nNominal Pressure range: PN1600-PN4000\nvarious high pressure materials, depending on customer’s requirement including different material grades of SA-723, DIN EN 1.6580, AISI 4340\ne. g. lens rings, cone rings\nASME B31.3, AD2000, taking into account country-specific restrictions","domain":"hydraulic_engineering"}
{"url":"https://www.airhyd.com.au/products/item/hand-pump-single-speed-ultima-p39/","date":"2022-06-27T10:40:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103331729.20/warc/CC-MAIN-20220627103810-20220627133810-00099.warc.gz","language_score":0.8591774702072144,"token_count":149,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__137334572","lang":"en","text":"High-pressure, single-speed ULTIMA steel hydraulic hand pump is used for lifting, bolting, or applying pressure with a hydraulic cylinder (sold separately) in intermittent and non-repetitive construction, manufacturing, and maintenance and repair applications. It can advance and release a single-acting cylinder. This single-speed hand pump is for applications with a constantly applied load.\n- Reduced handle effort and ergonomic grip for less operator fatigue\n- Vent free reservoir eliminates spills\n- Quick grip handle allows for easy transport\n- Integral reservoir over-pressurization protection\n- All steel construction, chrome plated plunger and wiper system for durable, long lasting performance","domain":"hydraulic_engineering"}
{"url":"https://manelli.eu/en/project/construction-of-water-sewer-networks-in-jimbolia-and-gottlob/","date":"2024-03-04T15:02:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476452.25/warc/CC-MAIN-20240304133241-20240304163241-00586.warc.gz","language_score":0.8950440883636475,"token_count":85,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__178328437","lang":"en","text":"The works consist of the construction of new sewerage networks in Jimbolia and Gottlob cities.\n- network rehabilitation;\n- extension of the sewerage network.\n- building new networks;\n- construction of new sewerage networks.\nIn addition, the works also involve planning activities for diversion, protection of utility networks encountered along the route of the water/wastewater networks, according to the agreement.","domain":"hydraulic_engineering"}
{"url":"https://canadaessays.ca/deep-well-submersible-water-pump-6-pedrollo-6hr34-4-psr-400v-7-5hpfarm-watering.php","date":"2022-09-30T03:45:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335424.32/warc/CC-MAIN-20220930020521-20220930050521-00690.warc.gz","language_score":0.7347133159637451,"token_count":162,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__122812697","lang":"en","text":"Deep Well Submersible water pump 6 Pedrollo 6HR34/4-PSR 400V 7,5HpFarm Watering\nPaano mag install ng Saer water pump sa inyong deepwell\nThe TWS is an authorized reseller of national and international brands, such as Dab, Lowara, Ebara, Grundfos and Calpeda. Deep well submersible water pump 6 pedrollo 6hr34/4-psr 400v 7,5hpfarm watering\nyou have to provide us with your telephone number so to inform the courier. PEDROLLO 6HR 34/4 PSR Deep Well Submersible water pump 6 400V 7,5HpFarm Watering 6HR 6 submersible pump Description.","domain":"hydraulic_engineering"}
{"url":"http://www.gmehk.com/current-projects/","date":"2018-02-22T04:33:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891814002.69/warc/CC-MAIN-20180222041853-20180222061853-00703.warc.gz","language_score":0.8737869262695312,"token_count":191,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__189963095","lang":"en","text":"Construction of the Terminus linked to Stations by footbridges and subways.\nOTHER PROJECTS / 其他工程項目\nErect formwork shutters and carried out concrete lining works for the 3km tunnels.\nConstruction works for approching tunnels including shotcreting works, mini pile, soil nail and scaffolding works, steel works, excavations, drainage works, etc.\nSlope and foundation stabilization works including soil nail works, shotcreting works, construction of retaining walls, etc. protecting the OHL towers in Hong Kong.\nConstruction of Effluent Tunnel and Disinfection Facilities. The works include the construction of an 8.5m diameter and approximate 880m long effluent tunnel and disinfection facilities.\nThe works include the construction of the new sludge dewatering building, northern sludge cake silo, sludge storage tanks.","domain":"hydraulic_engineering"}
{"url":"https://www.realtynmore.com/hcc-hsepl-jv-wins-rs-673-crore-order-in-rajasthan/","date":"2020-10-21T14:04:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107876500.43/warc/CC-MAIN-20201021122208-20201021152208-00701.warc.gz","language_score":0.9286937713623047,"token_count":427,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__150678689","lang":"en","text":"New Delhi, May 22, 2017: HCC (Hindustan Construction Company Ltd), as a lead partner in the joint venture with HSEPL has been awarded Rs 672.99 crore contract on EPC basis for the construction of Parwan Gravity Dam by the Water Resources Department, Government of Rajasthan. HCC’s share in the JV is 90% (Rs 605.70 crore).\nMr. Arun Karambelkar, President & CEO- E&C, HCC Ltd. said, “We are honored to be a part of this prestigious project. This project will not only provide irrigation benefits to an area of 1,31,400 ha covering 313 villages but will also cater to drinking water demand of 820 villages of Jhalawar, Baran & Kota districts. In addition about 79 million cu m water form this dam will be utilized for two thermal power plants coming up in the region.”\nThe project envisages construction of a concrete gravity dam and 8.475 km long tunnel for irrigation and water supply purpose involving civil, hydro-mechanical and electrical works on EPC basis. A 21 km long access road will be also constructed to the project site. The project is to be completed in 48 months.\nThe project is located approximately 375 kms from Jaipur and is part of Parwan Irrigation cum Drinking Water Supply Project on Parwan river. The Parwan river is a tributary of Kalisindh river, which is the main tributary of Chambal river.\nHCC has extensive experience in execution of large scale multidisciplinary EPC contracts for some of the largest irrigation projects in the country. HCC has constructed Godavari Lift irrigation Phase I, Phase II and Phase III – one of the largest lift irrigation projects in Asia, the Vaitarna Dam – Mumbai’s largest water source, Tirupur Water supply project in Tamil Nadu – India’s first private sector water supply project and the country’s largest water treatment plant at Bhandup in Mumbai.","domain":"hydraulic_engineering"}
{"url":"https://dredging.atlasprofessionals.com/blog/boskalis-fully-track-bronka-project","date":"2022-08-09T08:27:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570913.16/warc/CC-MAIN-20220809064307-20220809094307-00417.warc.gz","language_score":0.8904731273651123,"token_count":194,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__197518465","lang":"en","text":"The amount of dredged material removed in 2014 during works on St. Petersburg’s Bronka harbor project has passed the 15 million m³ mark.\nAccording to a report from project investor Phoenix LLC, general contractor for the project Royal Boskalis Westminster N.V., who is working on the main access canal to the Marine Multipurpose Complex Bronka (MMPK Bronka) and its surrounding water area, has so far excavated a total of 15.24 million m³ of soil.\nBoskalis won the EUR 130 million contract for dredging and construction of the Bronka Port shipping channel in St Petersburg from CJSC Baltstroy back in September 2013.\nThe project involves the construction of a 6 kilometer long and 14.4 m deep shipping channel, turning basin and berth pockets for the new port facility.\nThe project is expected to be completed in late 2015.\nSource: Dredging Today","domain":"hydraulic_engineering"}
{"url":"http://kalahandia.blogspot.com/2012/02/","date":"2020-01-19T09:49:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250594391.21/warc/CC-MAIN-20200119093733-20200119121733-00538.warc.gz","language_score":0.9224193692207336,"token_count":315,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__92460074","lang":"en","text":"he state energy department has plans to operationalize 13 hydro electric power projects over and above the 13 running projects.\nAccording to Atanu Sabyasachi Nayak, minister for energy, of the 13 new hydro power projects, four projects will be executed by state owned Orissa Hydro Power Corporation (OHPC) with the remaining nine to be developed by private players. These hydro power projects are to be taken up in Keonjhar, Kalahandi, Malkangiri, Koraput, Bargarh, Khurda, Rayagada, Gajapati and Cuttack districts and are expected to be commissioned in the 12th Plan period (2012-17).\nThe cost of hydro power projects to be implemented by OHPC can be assessed after preparation of detailed project report (DPR), the minister said.\nOHPC is currently operating seven hydro-electric projects- Hirakud-I (Burla)- 275.5 MW, Hirakud-II (Chipilima)- 72 MW, Balimela- 510 MW, Rengali-250 MW, Upper Kolab- 320 MW, Upper Indravati- 600 MW and Machkund- 14.75 MW.\nThe 13 hydro power projects currently running in the state have collectively generated 5,165.48 million units of electricity in this fiscal till February 17.\nThe state government had signed Memoranda of Understanding (MoU) with 32 developers for hydel power projects envisaging generation capacity of 409 MW and involving investment of Rs 2,250 crore.","domain":"hydraulic_engineering"}
{"url":"http://www.focl.org/tag/boats/","date":"2018-02-24T01:58:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891815034.13/warc/CC-MAIN-20180224013638-20180224033638-00176.warc.gz","language_score":0.8405746817588806,"token_count":86,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__174439243","lang":"en","text":"Oct 24 2017\nClaytor Lake Flood Warning\nDue to yesterday’s extreme weather, the New River is experiencing a high flow event from Allisonia to Radford. All flow gauges are reporting close or above 20,000 cubic feet per second flow rates.\nPlease take precautions at water level for your property.\nGet current lake levels, flows, and realtime weather at www.focl.org!","domain":"hydraulic_engineering"}
{"url":"https://semitrailers.net/shop/talbert-hydraulic-valve-kit-am206a010061/","date":"2024-04-24T19:40:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296819847.83/warc/CC-MAIN-20240424174709-20240424204709-00448.warc.gz","language_score":0.7736726999282837,"token_count":112,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__181734675","lang":"en","text":"Talbert Hydraulic Valve Kit AM206A010061\nTalbert Hydraulic Valve Kit AM206A0100061\nThis is the hydraulic valve kit used to replace the two lever spool hydraulic valve on a Talbert Lowboy. The kit comes with a new two lever spool valve, new counter balance block, two hydraulic hoses, gauge & instructions. Also included is a template to cut & modify the gooseneck of older Talbert Lowboys, to accept the kit.\nILoca Services is an authorized Talbert Trailer Dealer.","domain":"hydraulic_engineering"}
{"url":"http://www.carncoachrentals.com/bargi-dam-car-rentals/index.php","date":"2019-03-21T16:05:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912202526.24/warc/CC-MAIN-20190321152638-20190321174638-00393.warc.gz","language_score":0.9582863450050354,"token_count":182,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__79346794","lang":"en","text":"Car and Coach Rental Services in Bargi-Dam\nBargi Dam is built on river Narmada (Ganga of Madhya Pradesh) in Madhya Pradesh state of Central India. It is just 40kms south of Jabalpur city. Out of 30 major dam projects on river Narmada, it is one of the first completed dams on river. Bargi dam construction started in year 1974 and completed in year 1990. Main dam is constructed near Bargi village, close to National Highway-7 (connects Jabalpur- Nagpur) due to which it has been named Bargi Dam. It serves in irrigation projects and hydropower generation of 90 MW capacities. In addition to irrigation and power generation, dam is also used for tourism promotion on region. For tourism promotion, MPSTDC has opened its well furnished hotel for peaceful accommodation and entertaining visitors at this site.","domain":"hydraulic_engineering"}
{"url":"https://albonyanlb.com/portfolio/bchamoun-water-supply-project/","date":"2022-08-09T07:07:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570913.16/warc/CC-MAIN-20220809064307-20220809094307-00083.warc.gz","language_score":0.9087843298912048,"token_count":108,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__83764547","lang":"en","text":"The purpose of the project is to ensure the presence of proper potable water network systems for the lower part of the village of Bchamoun whose previous water resources consisted of private wells without any network.\nThe project consists mainly of the construction of:\n1- One circular reservoir with a capacity of 2000 m3\n2- One circular reservoir with a capacity of 1000 m3\n3- Two boreholes with their corresponding pumping stations\n4- 51 km of distribution and transmission pipelines.\n5- 7 km of service connection pipes.","domain":"hydraulic_engineering"}
{"url":"http://www.riadagestan.com/news_en/business/rushydro_to_invest_more_than_rur_12_billion_in_the_construction_of_hydropower_facilities_in_the_sout/","date":"2017-04-30T22:43:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917125881.93/warc/CC-MAIN-20170423031205-00494-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.8484207391738892,"token_count":256,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__295576096","lang":"en","text":"Makhachkala, March 12, 2014. In 2014 the \"RusHydro\", JSC will invest more than RUR 12 billion in the construction of hydropower facilities in the South and North Caucasian Federal Districst, the deputy chairman of \"RusHydro\" OJSC Rakhmetulla Alzhanov says.\nAs to R. Alzhanov, the investment project implies the ficinishing works at Gotsatlinskaya hydro-electric power station in Daghestan this year.\n\"RusHydro\" is expected to invest 12 billion rubles in the construction of hydroelectric power stations - Gotsatlinskaya hydro-electric power plant, Zelenchukskaya (Karachay-Cherkessia) , Zaramagskaya ( Ossetia) Zaragizhskaya ( Ossetia) and 6 small hydropower stations in Karachay-Cherkessia and Stavropol region \"- the spokesman concluded.\n\"RusHydro\" to invest more than RUR 12 billion in the construction of hydropower facilities in the South and North Caucasian Federal Districts12 March 2014 16:40 Posted in: BUSINESS Source : RIA\"Dagestan\"","domain":"hydraulic_engineering"}
{"url":"https://www.thomas-group.com/en/products/off-highway-solutions/all-products/inverse-pressure-relief-valve/","date":"2023-06-09T18:55:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224656788.77/warc/CC-MAIN-20230609164851-20230609194851-00248.warc.gz","language_score":0.8669509887695312,"token_count":160,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__254244128","lang":"en","text":"Inverse Pressure Relief Valve\nThis valve is used in the area of fan control. With the help of increasing current flow, the pressure in the system can be reduced and, as a result, the fan speed can be continuously regulated. As a result, it is ensured that even in the event of a defect, there is sufficient cooling by the ventilation system. Furthermore, the valve guarantees a low differential pressure at maximum flow and ensures energy efficiency.\nLow minimum pressure\n12 V + 24 V\nType of control\nCurrent control PWM 200 Hz recommended\n< 3 l/min (de-energized; @ a pump pressure ramp from 0 to 120 bar)","domain":"hydraulic_engineering"}
{"url":"https://www.photolib.noaa.gov/habrest/cwppra_myr.html","date":"2018-11-21T01:43:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-47/segments/1542039746926.93/warc/CC-MAIN-20181121011923-20181121033923-00163.warc.gz","language_score":0.9515356421470642,"token_count":259,"dump":"CC-MAIN-2018-47","global_id":"webtext-fineweb__CC-MAIN-2018-47__0__73036983","lang":"en","text":"Myrtle Grove Freshwater Diversion Project\nMyrtle Grove Siphon The Delta-building Diversion at Myrtle Grove was originally conceived as a siphon project similar to the Naomi Freshwater Diversion Project with project administration by NOAA Fisheries. This project area spans Plaquemines, Jefferson, and Lafourche Parishes in the fresh to brackish marshes roughly between Bayou Lafourche to the west, the Mississippi River to the east, and the town of Lafitte to the north. During the engineering and design phase of the project, it was determined that much greater benefits to the marsh and other living resources could be achieved by designing a project that would allow greater flows into the project area. As it is currently conceived, the project would involve installation of five 16' by 16' gated box culverts on the right descending bank of the Mississippi River in the vicinity of Myrtle Grove, resulting in a maximum conveyance capacity of 15,000 cfs of the Mississippi River into the project area. The project is designed with a reversed-curve inflow channel to maximize sediment capture. Given the scope and magnitude of the project, NMFS has transferred overall project administration to the while maintaining lead on fisheries modeling and monitoring of the project.","domain":"hydraulic_engineering"}
{"url":"https://homebutcher.com/collections/talsa-hydraulic-stuffers","date":"2024-04-21T21:58:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817819.93/warc/CC-MAIN-20240421194551-20240421224551-00810.warc.gz","language_score":0.8430488705635071,"token_count":104,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__140358626","lang":"en","text":"Talsa Hydraulic Stuffers\nBrowse by tag:\nTalsa F25 48 lb Hydraulic 1PH (FREE SHIPPING)\nTalsa F25 48 lb 1PH Hydraulic Talsa The Talsa Hydraulic Stuffers are made from high quality material and are designed to be used in commercial processing operations, industrial kitchens or catering businesses. The 48 lb capacity is perfect for making medium sized batches. The hydraulic pressure system far out performs any electric powered stuffe...","domain":"hydraulic_engineering"}
{"url":"https://shp.vn/da-dang-2.aspx","date":"2023-09-26T19:34:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510219.5/warc/CC-MAIN-20230926175325-20230926205325-00137.warc.gz","language_score":0.8946181535720825,"token_count":403,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__240940914","lang":"en","text":"Da Dang 2 Hydropower Plant was built on the Da Dang River with a surge dam located about 4 km from the river mouth along the river. The canal leading to the hydroelectric power plant is located on the left bank of the Da Dang river at the confluence of the Da Dang river mouth, which flows into the Dong Nai river.\nThe focal point of the project is in Tan Van commune, Lam Ha district and Tan Thanh commune, Duc Trong district, about 21 km from Lien Nghia town, Duc Trong district along the national highway, about 50 km from Da Lat city to the northeast.\nDa Dang 2 Hydropower Plant started construction in early 2008, with a installed capacity of 34 MW with 2 units (2x17MW), selling electricity via a 110kV dual-circuit line 7.7km long, with an output of 152, 11 million Kwh/year.\nMain technical parameters:\nSpillway: Gravity concrete structure spillway (6m high, 180m long), free overflow.\nEarth dam: Homogeneous earth dam (5m high, 645m long).\nReservoir: has a capacity of 0.912 million m3, regulating day and night.\nWater channel: open channel with trapezoidal cross section, reinforced concrete structure, 2,698 m long.\nPressure pipe: made of steel, inner diameter 3.7 m, length 325 m, water column 86.2 m high.\nPower transmission line: 110kV dual-circuit line, 7.7 km in length, connected to the 110kV Di Linh - Duc Trong line.\nNumber of units: 2.\nGenerator capacity: 2x17 MW.\nTurbine type: Francis vertical shaft.\nRated flow through 2 units: 45.4 m3/s.\nSubstation: outdoor type 11/110 kV","domain":"hydraulic_engineering"}
{"url":"https://variscowellpoint.it/en/rental/","date":"2024-02-24T12:02:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474533.12/warc/CC-MAIN-20240224112548-20240224142548-00296.warc.gz","language_score":0.8415918350219727,"token_count":305,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__179965081","lang":"en","text":"Self-priming centrifugal pumps\nVAR Series – These pumps are used in applications with a quick self-priming capacity up to a suction lift of 7.5 m. The open impeller allows passage of solids with large diameter. The open blade impeller allows the passage of solids of large diameter.\nSubmersible cast iron pumps designed for dewatering and civil engineering applications.\nVacuum assisted self priming pumps\nPAS and WEL ECO – The vacuum assisted pumps use a vacuum pump to speed up priming, that is, the initial pumping stage where the air must be removed from the suction duct to allow the liquid to reach the pump.\nThe WEL range of self-priming, quick and automatic pumps is designed for high flow rate wellpoint applications. The high-performance WEL PST model is suitable for heavy-duty applications that require 24 hours of operation per day and is characterised by its maximum fuel efficiency. Il modello WEL PST ad alte prestazioni è idoneo per applicazioni heavy-duty che richiedono 24 ore di funzionamento al giorno e si contraddistingue per la massima efficienza nei consumi.\nVacuum assisted electric pumps designed for the drainage of low-permeability soils (silt, silty-clayey), where the flow rates to be pumped are small, variable and with high air contents.","domain":"hydraulic_engineering"}
{"url":"http://hrpassociates.com/what-we-do/engineering/civil/site-design-carrington-school/","date":"2017-05-29T07:42:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-22/segments/1495463612036.99/warc/CC-MAIN-20170529072631-20170529092631-00218.warc.gz","language_score":0.9269412755966187,"token_count":303,"dump":"CC-MAIN-2017-22","global_id":"webtext-fineweb__CC-MAIN-2017-22__0__238523198","lang":"en","text":"- Who We Are\n- What We Do\n- Our People\n- News / Careers\n- Contact Us\n- Employee Resources\nCarrington Elementary School, Waterbury, CT\nHRP provided site design services, as a subconsultant to Friar Associates, Inc., for the proposed construction of a new elementary school. The project consists of two phases including the construction of a new school behind an existing school and the demolition of the existing school and construction of a grass athletic field.\nThe overall project covered 10.5 acres of the existing 12.5 acre lot owned by the City. We prepared the site layout, grading, drainage, utility coordination, and soil erosion and sediment control design, the design to support the construction of a new roadway, parking areas, landscaped areas, bioretention areas, a stormwater management system, and associated site utilities. We performed a storm drainage analysis and modeling, including the design of underground detention and infiltration systems and specified stormwater treatment systems to treat the first inch of runoff from the site.\nThe project design was challenged by steep existing slopes, large existing wooded areas and the presence of shallow bedrock on site. We performed cut/fill analyses and a detailed grading plan to minimize excavation, rock-blasting, and retaining wall costs. We designed underground detention and infiltration areas to match proposed peak runoff discharges with existing conditions for the 25-year storm event and analyzed the flow to the existing drainage network to prevent surcharging to the system.","domain":"hydraulic_engineering"}
{"url":"https://www.harappa.com/category/slide-subject/reservoirs","date":"2020-09-20T19:55:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400198652.6/warc/CC-MAIN-20200920192131-20200920222131-00586.warc.gz","language_score":0.9489265084266663,"token_count":254,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__274910924","lang":"en","text":"This reservoir is seen close to the citadel and is smaller in size than the other reservoirs found around the city. The Manhar river channel on the east filled up the Citadel reservoirs first.\nAncient Indus civilization water reservoirs.\nThe Citadel is seen on the southern side with reservoir on the east. The major reservoirs are seen on the north and west side of the picture. [Which sides, top or bottom?]\nA large reservoir located on the northern periphery of the city. According to town planning and location of middle and lower town, large reservoirs were used for industrial purposes.\n10) A large reservoir with a storm water drain on from the Southern end. This is a part of a series of reservoirs found on the south, west and north of the built-up area. A feeding drain can be seen emerging from the south of the reservoir.\nA storm water drain leading to the reservoir near north wall is seen in the picture. The water harvesting channel filled up reservoirs adjacent to North, South and East sides of Dholavira.\nAn inlet channel 1.7 meters above the bottom level of the 4.26 meter deep tank allowed excess water to escape. Other inlets prevented siltation of the tanks and erosion of the banks.","domain":"hydraulic_engineering"}
{"url":"https://www.akgcon.com/projects/welmel-weir-feeder-canal-structure/","date":"2024-02-21T01:46:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473360.9/warc/CC-MAIN-20240221002544-20240221032544-00732.warc.gz","language_score":0.9104723930358887,"token_count":232,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__126284986","lang":"en","text":"Our Company ALEMAYEHU KETEMA GENERAL CONTRACTOR (AKGC) entered a\nconstruction Contract agreement with the FDRE IRRIGATION DEVELOPMENT COMMISSION for the construction of Lot-1:- Welmel Weir and Feeder Canal Structure Construction Works on the Date June 24, 2019. The main goal/purpose of the project is the construction of Diversion Weir on Welmel River and convey the diverted water to a command area 30km far from the head work and develop 11,042 ha farm by furrow irrigation system. The source of irrigation water is Welmel River its level is raised by the construction of the weir across the river. The accepted contract amount for the implementation of the work is birr 1,433,084,507.50 with a duration of 3 years (36months or 1085 calendar Days). WELMEL Irrigation Project has been designed in details so as to undertake construction of the Diversion 710250-710750 N. The command area has area coverage of about 12500 ha Gross with attitude range of 1400 -1450 m asl.","domain":"hydraulic_engineering"}
{"url":"https://csisupply.net/products/kynetx-hydraulic-oil-additive","date":"2021-02-28T07:06:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178360293.33/warc/CC-MAIN-20210228054509-20210228084509-00162.warc.gz","language_score":0.8593803644180298,"token_count":161,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__167761924","lang":"en","text":"Kynetx Hydraulic Oil Additive\nHydraulic Oil Additive is intended for use as a friction modifier additive when added to hydraulic fluids and motor oils. Hydraulic Oil Additive improves the flow characteristics of most hydraulic systems by modifying the bulk properties of the hydraulic oil. By improving flow characteristics, Hydraulic Oil Additive improves sluggish hydraulic operations and eliminates the Òstick-slipÓ on noisy hydraulic cylinders.The unique polar chemistry of Hydraulic Oil Additive provides a thin layer of boundary lubrication on demand under load-bearing operations. Hydraulic Oil Additive improves low-temperature performance to help eliminate drag, which causes jerky or sluggish operation. Hydraulic Oil Additive does not contain any solid lubricants and will not form any type of permanent coating on cylinders.","domain":"hydraulic_engineering"}
{"url":"http://www.fhequipment.com/article-han-changfu-promoting-structural-reform-1950.html","date":"2020-05-26T07:31:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590347390448.11/warc/CC-MAIN-20200526050333-20200526080333-00352.warc.gz","language_score":0.7540719509124756,"token_count":147,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__198322263","lang":"en","text":"Medium Pressure Filter is installed in the hydraulic pressure system to filter solid particle and slimes in medium and effectively control cleanliness.\nFilter Element adopts many kinds of materials, such as glass fiber, resin-impregnated paper, stainless steel sintered fiber felt, stainless steel wire mesh ect.\nWorking pressure (max): 11MPa; 21MPa\nOperating medium: mineral oil, emulsion, water-glycol, phosphate ester, gas\nMedium Pressure Filter\nPressure Filter,Inline Hydraulic Filter Fmq,Medium Inline Filters,Medium Pressure Filter\nXinxiang Tianrui Hydraulic Equipment CO.,LTD , https://www.filterelement.pl","domain":"hydraulic_engineering"}
{"url":"https://www.brs-electrical.com.au/projects/gs1-tailings-dam-wall-raise/","date":"2023-12-08T17:04:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100762.64/warc/CC-MAIN-20231208144732-20231208174732-00757.warc.gz","language_score":0.9317448735237122,"token_count":172,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__148439582","lang":"en","text":"BRS was engaged as part of the civil consultant Engeny team, to deliver the GS1 tailings dam wall raise for Goonyella Riverside Mine. The tailings dam expansion require relocation of electrical infrastructure to suit the new dam heights.\nElectrical and Instrument Design\nOnsite Installation Support and Commissioning\nProduction of \"as built' drawings for all areas of site\nAs part of the project, BMA required the existing pump infrastructure to be upgraded and automated so that it was able to be controlled for the site SCADA, as well as upgrade of the level instrumentation for the pump control and monitoring of Dam heights. BRS completed the Electrical and control system design for the project. BRS also supported BMA’s execution team in completing the construction and commissioning for the project using their new completion software package, Continuum Edge.","domain":"hydraulic_engineering"}
{"url":"https://www.hydrosustainability.org/news/protocol-assessment-of-the-kaunertal-expansion-pro","date":"2019-10-21T02:46:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570987751039.81/warc/CC-MAIN-20191021020335-20191021043835-00252.warc.gz","language_score":0.9042096734046936,"token_count":406,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__51621746","lang":"en","text":"Protocol assessment of the Kaunertal Expansion project, Austria\nA team of four accredited assessors carried out an official Protocol assessment of the Kaunertal Expansion Project from 29th August to 5th September 2016. The Kaunertal Expansion Project is proposed by TIWAG-Tiroler Wasserkraft AG (TIWAG), a corporation owned by the Austrian Province of Tyrol.\nThe existing Kaunertal power system was built between 1961 and 1964. Water is collected from the mountains of the Kaunertal with its many glaciers, as well as from the neighbouring valleys Radurschltal and Pitztal, into the Gepatsch reservoir, and then is directed to the existing 392 MW Prutz power station.\nThe proposed expansion project will involve:\n• Use of water resources from the Oetztal valley, augmenting the catchment area by 272 km²;\n• A new upper stage reservoir for pump storage located in the Platzertal valley, with a catchment area of around 8 km2;\n• Use of the Gepatsch reservoir as the lower stage reservoir for pump storage;\n• A new pump storage hydropower plant (Versetz PSHP) close to the existing Gepatsch reservoir of 400 MW;\n• A new second power station (Prutz 2) in Prutz of 500 MW;\n• Conversion of the old pressure tunnel as an underground conduit for 220 kV high voltage transmission from the Versetz PSHP; • Raising of the existing Runserau weir system for the use of additional water supply;\n• A new second power station (Imst 2) in Imst (92.5 MW) together with a new pressure tunnel between Runserau and Imst;\n• Addition of a third turbine at Haiming Power Station plus enlargement of the tailwater basin; and\n• Additional mitigation measures to reduce the flood and downsurge on the River Inn.","domain":"hydraulic_engineering"}
{"url":"https://divitarus.com/product/SIHILPH","date":"2023-05-28T11:55:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224643784.62/warc/CC-MAIN-20230528114832-20230528144832-00492.warc.gz","language_score":0.9255771636962891,"token_count":267,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__228962216","lang":"en","text":"Its capacity isup to 450 m3/h and itspressure head can reach 1600 m. All the equipment complies with ISO and EN standards\nA horizontal, self-priming, single-stage pump with a scroll case. Its capacity is up to 300 m3/h and its pressure head can reach 95 m.\nA single-stage, horizontalpump with a scroll case. It is used for pumping liquids without hard mechanical impurities. Its capacity is up to 1800 m3/h and its pressure head can reach 140 m\nA single-stage, horizontal centrifugal pump of a specific design. It is used in waste water treatment plants. Its capacity is up to 1200 m3/h and its pressure head can reach 100 m.\nCBT single-stage, horizontal pumps with a volute diffusor. They are used for uninterrupted supply of turbid and aggressive liquids. Its capacity is up to 2200 m3/h and its pressure head can reach 160 m\nSIHI Companyproduces heat pumps for pumping-over of hot water and hot oil. This equipment is designed complying with all the requirements of DIN and EN standards. The capacity of the pumps is up to 1000 m3/h and their pressure head can reach 95 m.","domain":"hydraulic_engineering"}
{"url":"http://thermalscienceapplication.asmedigitalcollection.asme.org/article.aspx?articleid=1469729","date":"2017-04-29T13:34:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917123491.79/warc/CC-MAIN-20170423031203-00296-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9428343772888184,"token_count":216,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__306692511","lang":"en","text":"Liquid-cooled heat sink (cold plate) used for power electronics cooling is numerically studied. Thermal performance and hydraulic resistance are analyzed, with emphasis on geometric construction of cooling channels. Two heat transfer enhancing channel shapes are investigated, such as alternating elliptical channel and alternating rectangular channel (AR-C). Their performances are compared with that of three traditional straight channel shapes, as straight circular channel, straight elliptical channel, and straight rectangular channel. A heat sink with uniform and discrete heat sources is studied. Thermal and hydraulic characteristics in the heat sink are simulated using computational fluid dynamics approach, with water as coolant. The results show that the AR-C has the highest thermal performance with a little penalty on pressure drop, considering fixed channel hydraulic diameter and coolant volumetric flow rate. Geometry optimization is investigated for the AR-C, as well as the effect of channel density. It is found that higher channel density can improve both thermal performance and hydraulic resistance. It is concluded that alternating channel can improve cold plate performance and should be taken into application to power electronics cooling.","domain":"hydraulic_engineering"}
{"url":"https://www.guillaumeb.ch/33/hydropower-construction-project-electric-power-transmission-line.html","date":"2019-08-23T02:18:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-35/segments/1566027317817.76/warc/CC-MAIN-20190823020039-20190823042039-00267.warc.gz","language_score":0.860744297504425,"token_count":119,"dump":"CC-MAIN-2019-35","global_id":"webtext-fineweb__CC-MAIN-2019-35__0__193817224","lang":"en","text":"China Three Gorges Project Corporation\nThe Three Gorges Dam Project Third Phase Power Transmission Line Construction\nThe project will install 32 water-turbine generator sets, each with 700,000 kW capacity on both sides of the Three Gorges Dam, as well as 2 power stations of 50,000 kW capacity. The total installed gross capacity of 22.5 million kW is top of the world and has greatly alleviated the regional power shortage of the State Grid.\n35 kV- power cable; 220 kV ACSR; power cable accessories\nConstruction Duration: 10 months","domain":"hydraulic_engineering"}
{"url":"https://unclewiener.com/product/new-6-hp-transfer-pump-water-diesel-vortex-pump-zvm450/","date":"2023-06-09T10:34:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224656675.90/warc/CC-MAIN-20230609100535-20230609130535-00369.warc.gz","language_score":0.7822793126106262,"token_count":207,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__271914774","lang":"en","text":"NEW .6 HP TRANSFER PUMP WATER & DIESEL VORTEX PUMP ZVM450\nThis .6 HP Water Pump is a heavy-duty centrifugal pump built from sturdy cast iron.\nThe non-submersible electric operation is designed to transfer water from tanks, pools, rain barrels, and ground water through hoses connected to the inlet and outlet. Compact and versatile, this 1/2HP Water Pump can be used in commercial applications as well as residential use.\nInput Power: 450W\nInput 110v / 60 hz\nCarbon Steel Rotor\nMaterial: Cast Iron\ninlet and outlet threaded\ninlet and outlet 1″ diameter\nMax suct lift:8m\nHead 40 M\nSAME OR SIMILAR MODEL AS PER PICTURE","domain":"hydraulic_engineering"}
{"url":"https://www.ingetec.com.co/Proyectos/queretaro/","date":"2020-02-26T03:39:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875146186.62/warc/CC-MAIN-20200226023658-20200226053658-00322.warc.gz","language_score":0.8137587904930115,"token_count":105,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__25004153","lang":"en","text":"New aqueduct for the City of Queretaro, including the following project components:\n- Wastewater pumping and conveyance through steel pipes by means of two pumping stations.\n- Gravity conveyance, two stilling tanks and one storage tank.\n- Diversion to the exit tank.\n- Other project components are: tunnel, safety berms, inlet diversion structure, access roads, communications and control system, concrete suction tank and hydroneumatic steel tanks.\nICA de México","domain":"hydraulic_engineering"}
{"url":"http://www.beaumontenterprise.com/jasper/outdoors/articleComments/Drought-taking-its-toll-on-shared-lake-between-1452842.php?gta=commentlistpos","date":"2013-06-18T04:40:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368706933615/warc/CC-MAIN-20130516122213-00015-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.920271098613739,"token_count":99,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__91063491","lang":"en","text":"(skip this header)\nMonday, June 17, 2013\n11:32 am, Tuesday, July 5, 2011 -- The Toledo Bend Project was constructed primarily for the purposes of water supply, hydroelectric power generation, and recreation.\nThe water, normally covering an area of about 200,000 186,000acres has a controlled storage capacity of 4,477,000 acre feet.\nWhile the power house has the...\nRead Full Story\n© 2013 Hearst Communications Inc.","domain":"hydraulic_engineering"}
{"url":"https://scdljs.ijournals.cn/scdljs/Article/abstract/20220201","date":"2023-03-31T22:56:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296949689.58/warc/CC-MAIN-20230331210803-20230401000803-00581.warc.gz","language_score":0.780918538570404,"token_count":697,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__195594150","lang":"en","text":"With the accelerated construction of new power system for high proportion of new energy access, the needs for power supply with flexible adjustment such as energy storage are more and more urgent. Pumped storage, as one of the most mature and the most widely used energy storage technology with the longest life cycle and the largest capacity, has entered into a fast track of development. The basic principle and development status of pumped storage are introduced, and the latest development trend of pumped storage is summarized. The characteristics and existing problems of power supply are analyzed as well as the application prospect of pumped storage in Sichuan power grid. At last, the application scenes and modes suitable for the practical needs of pumped storage in Sichuan power grid are proposed.","domain":"hydraulic_engineering"}
{"url":"https://norfund.no/investmentdetails/kikagati-power-company-ltd-article10653-1042.html","date":"2018-01-18T04:11:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-05/segments/1516084887065.16/warc/CC-MAIN-20180118032119-20180118052119-00667.warc.gz","language_score":0.8693258762359619,"token_count":139,"dump":"CC-MAIN-2018-05","global_id":"webtext-fineweb__CC-MAIN-2018-05__0__196760528","lang":"en","text":"Kikagati Power Company Ltd\n- Region: Africa\n- Country: Uganda\n- Sector: Energy - hydro\n- Year: 2012\n- Domicile: Uganda\n- Commitment (MNOK) as of 22.12.2017: 0.8\n- Original Commitment (MNOK): 9.6\nKikagati is a 16 MW hydropower project in Uganda under development. Norfund has provided project development financing to the company.\nThe Kikagati hydropower project is located on River Kagera, on the southern border with Tanzania. The project will promote renewable energy generation in Uganda and help balance supply and demand in power generation.","domain":"hydraulic_engineering"}
{"url":"http://www.ridingway.com.au/bbb-airstealth-floor-pump-black.html","date":"2017-04-29T19:26:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917123560.51/warc/CC-MAIN-20170423031203-00629-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.8071402907371521,"token_count":120,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__152152453","lang":"en","text":"Extra long floor pump. Inflates to 12 bar / 175 psi.\nHigher than normal pressure is possible due to the sophisticated design of the aluminum inner double shaft.\nAccurate duo-tone pressure gauge displays both bar and psi.\nErgonomic \"boomerang\" type handle. Natural pumping position for increased pumping power.\nSteel barrel with an overall length of 690mm.\nAutoHead pumphead. Automatically recognizes the valve type. Fits both Presta and Schrader valves.\nStable composite/steel base.\nBFP-90 ValveKit included.","domain":"hydraulic_engineering"}
{"url":"https://suctionstrainer.in/hydraulic-control-system-and-accessories.htm","date":"2023-05-30T21:50:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224646144.69/warc/CC-MAIN-20230530194919-20230530224919-00092.warc.gz","language_score":0.7550605535507202,"token_count":222,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__234403354","lang":"en","text":"Leading Manufacturer and Exporter of Hydraulic Control System and Accessories such as Hydraulic Clamps, Hydraulic Control System and Accessory and Hydraulic Controls and Accessories from Ahmedabad.\nWe offer wide range of Hydraulic Clamps like tube clamps, hose clamps, industrial clamps, hydraulic clamps, knob level gauge, oil level gauges, gear couplings, return line filters used in mechanical industries, machine tools, construction machineries and earth moving machineries.\nWe are the exporter of Hydraulic Control System and accessory like pipe clamps, suction strainer, filtration system, check valve, level gauge, breather, gear coupling, fittings and seals.\nOffering Hydraulic Accessories like double tube Clamps, Breathers plugs with Splash Guard TBP, Fluden Breather, Gauge Isolator Valve, Suction Strainer, Face Type Level Gauge, Check Valve Line Mounting and Knob Type Level Gauge.\nManufacturer & Exporter of Hydraulic Accessories & Tube Clamps","domain":"hydraulic_engineering"}
{"url":"http://www.icg-international.com/product-details/1-way-cassette/","date":"2021-10-21T09:38:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585382.32/warc/CC-MAIN-20211021071407-20211021101407-00358.warc.gz","language_score":0.7083683013916016,"token_count":77,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__110792908","lang":"en","text":"- Cooling capacity from 2,2 – 4,5 kW.\n- Slim body, easy to install\n- Built-in with drainage pump\nHas slim body with 250mm height, it is\nspecially suitable for low suspended ceiling\nBuilt-in with low noise long life drainage\npump,Pumping head is 1200mm, flexible\nfor drainage pipe design.","domain":"hydraulic_engineering"}
{"url":"https://www.environment.gov.mv/v2/en/news/6439","date":"2024-02-27T03:51:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474670.19/warc/CC-MAIN-20240227021813-20240227051813-00045.warc.gz","language_score":0.972825825214386,"token_count":138,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__40924118","lang":"en","text":"President inaugurared the Water Supply Facility in Raa atoll Meedhoo island. The project was contracted to Male’ Water and Sewerage Company (MWSC).\nThe civil works of this project was commenced on 07th February 2016 and was completed on 24th September 2017. Under this project 500 tons a water tank with the capacity of 500 tons and 02 desalination plants with a capacity of 40 tons were established.\nThe total cost of this project is 30,836,226.25 and was funded by the Public Service Investment Program (PSIP) of Government of Maldives. The maintenance of the facility will be carried out by Fenaka Corporation.","domain":"hydraulic_engineering"}
{"url":"https://siloscordoba.com/ar/projects-ar/tanks-ar/","date":"2023-06-07T23:09:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224654016.91/warc/CC-MAIN-20230607211505-20230608001505-00391.warc.gz","language_score":0.7332115173339844,"token_count":96,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__79173547","lang":"en","text":"Large agricultural water tanks in Portugal\nSilos Córdoba Project: Depósitos Portugal Agricultural water storage tanks with a capacity of 338,000 liters. Year 2013. The project includes Dip galvanized. Diameter 13.75 m, height of about 2.28. Cover included. Capacity 338 m3 (338,000 liters). High capacity water...","domain":"hydraulic_engineering"}
{"url":"https://dailynews.co.tz/milestone-for-jnhpp/","date":"2023-09-23T15:37:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506481.17/warc/CC-MAIN-20230923130827-20230923160827-00837.warc.gz","language_score":0.9431005120277405,"token_count":799,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__42155489","lang":"en","text":"…Samia to launch completed key stage\nCONSTRUCTION of the Julius Nyerere Hydropower Power Project (JNHPP) is taking a new shape with President Dr Samia Suluhu Hassan slated to officiate at the opening of the diversion channel that will direct water into the dam for generation of electricity.\nAt a historic event to be held on Thursday, this week, Dr Samia is expected to press a button to signal opening of the diversion channel for the 2,115 megawatts (MW) project being built at a cost of 6.55tri/-.\nThe occasion is expected to be witnessed by over 300 guests from both the governments of Tanzania and Egypt.\nSpeaking to journalists at the construction site of the mega project to be built on River Rufiji yesterday, the Minister for Energy, Mr January Makamba, said the project has been completed by 78.68 per cent as of November, this year.\n“The opening of the diversion channel by President Samia signals a significant momentum in implementation of the project, adding that the remaining part is switching on the turbines to start generating power,” Mr Makamba explained.\nMr Makamba elaborated further that the opening of the diversion channel is a significant step to pave the way for filling water into the dam to start generating power at the largest hydropower project in the region.\nHe added: “The dam to be used to generate water at the project measures about 916 km2 and it will be more of a lake than a dam given its vast size.”\nApart from generating electricity, the project is also crucial for controlling frequent flooding along the river and boosting tourism, since it has been built within the Julius Nyerere National Park where River Rufiji traverses.\nThe Minister mentioned other benefits associated with the dam at JNHPP as fishing as well as irrigation farming.\nMr Makamba elaborated that unlike other hydropower plants which depend on flowing water to generate electricity, the water to be stored at the JNHPP dam can produce electricity for three consecutive years even when there would be no rain.\n“There are some people who have been doubting sustainability of JNHPP due to effects of climate change, but the truth is there will be enough water which can be used for up to three years in case there are no rains to fill up the river.\n“For instance, Kihansi hydropower which depends on flowing water has an installed capacity to produce 180 megawatts but it only generates 17 megawatts at present, while Mtera which has a dam generates at full capacity at 80 megawatts despite lack of rains,” he explained.\nTo ensure smooth implementation of the project, the government has during the current fiscal year 2022/2023, allocated 1.44 tri/- for the JNHPP.\nThe project’s Egyptian contractors – Elsewedy Electric and Arab Contractors have on different occasions pledged to complete the project on time.\nElectricity generated from the project will be transmitted via a new 400kV high voltage power line to a substation, where the power will be integrated into the national power grid.\nThe JNHPP is expected to transform the country through the generation and supply of reliable electricity for both domestic and industrial use, besides making the country improve in its manufacturing sector.\nImplementation of the project is part of Tanzania’s Third National Five-Year Development Plan (FYDP III) spanning between 2021/22 and 2025/26 and the ruling CCM party manifesto for 2020-2025.\nThe JNHPP will be the largest electricity scheme installed in East Africa and among the largest in Africa in comparison to Egypt’s Aswan High Dam (2,100 MW), Mozambique’s Cahora Bassa Dam (2,075 MW) and Angola’s Lauca Dam (2,069 MW).","domain":"hydraulic_engineering"}
{"url":"https://sindhnewsonline.com/blog/diamer-bhasha-dam-contract-awarded-to-joint-venture-between-power-china-and-fwo/","date":"2024-04-14T14:33:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816879.72/warc/CC-MAIN-20240414130604-20240414160604-00386.warc.gz","language_score":0.9476699829101562,"token_count":314,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__67357741","lang":"en","text":"ISLAMABAD: The Water and Power Development Authority (Wapda) has awarded the contract of the construction of the Diamer-Bhasha dam, the spokesperson for the authority, Muzammil Hussain, said on Wednesday.\nThe spokesperson said that the contract for the construction of the main dam was worth Rs442bn and had been awarded to a joint venture between Power China and Frontier Works Organisation (FWO).\nThe contract includes the construction of the main dam, a diversion system, bridge and a hydro power plant in Tangir.\n“The Diamer-Bhasha dam is a vital project for the water, food and energy supply in the country,” said Faisal Vawda, the minister for water resources.\n“Our government launched the construction of major dams like Mohmand and Diamer-Bhasha within one year,” he said.\nThe Wapda spokesperson said that the Diamer-Bhasha project’s value was estimated at around Rs1,406.5bn and will complete in 2028.\nHussain said that the dam will be able to store 8.1 million acre-feet of water and will be able to produce 4,500MW of electricity.\nThe dam will be able to provide the national grid 18 billion units of electricity annually. The spokesperson said that earlier a consultancy service contract had also been awarded to the Diamer Bhasha consultants service group worth Rs27.18 bn.-Web Desk","domain":"hydraulic_engineering"}
{"url":"http://freshwaterangling.co.za/blogs/angling-directory","date":"2020-02-17T13:39:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875142323.84/warc/CC-MAIN-20200217115308-20200217145308-00532.warc.gz","language_score":0.9709903001785278,"token_count":95,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__16620358","lang":"en","text":"Angling Directory's blog\n1ST LEAGUE NORTH END LAKE\nKnellpoort Dam is located on the Riet Spruit, near Wepener, Free State.\nFloriskraal Dam is located on the Buffels River, near Laingsburg, Western Cape.\nBloemhof Dam is located at the confluence of the Vaal River and the Vet River, on the border between the North West, and Free State.","domain":"hydraulic_engineering"}
{"url":"https://www.belsebierclubbelleamis.be/cement/16294_crompton-submersible-pump-2hp-single-phase/","date":"2021-01-16T20:39:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703507045.10/warc/CC-MAIN-20210116195918-20210116225918-00562.warc.gz","language_score":0.6756443381309509,"token_count":149,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__145438953","lang":"en","text":"Crompton Greaves Single Phase Submersible Pump 2.0 HP. Crompton Greaves 4W14C2J is an energy efficient submersible pump from crompton greaves which saves power & electricity bills. This sibmersible pump is with designed with modular construction make sit ease in assembling and dismantling.\nBuy-Brand-Crompton Greaves, Type-Submersible Sewage Pump, Voltage Rating-220V, Power Rating-2 HP and 1.5 kW, Head Range-6-210 Meter Flow Range-350-50 LPM, Phase-Single, Pipe Size-50, Weight-10 Kg, Packaging-1. Submersible Sewage Cutter Pump. Application","domain":"hydraulic_engineering"}
{"url":"http://rudy.negenborn.net/rudy/afstuderen.html","date":"2013-05-22T02:06:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368701063060/warc/CC-MAIN-20130516104423-00034-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.8344899415969849,"token_count":123,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__189474091","lang":"en","text":"MSc Graduation Projects\nIf you would like to work on one of the topics below,\nfor more information.\nModel predictive control for the optimization of the Dutch river flows\nPredictive control of rivers in Spain and France\nTransporting waste intelligently using hybrid model predictive control\nDistributed model predictive control for flood and water management\nCooperating-controllers model predictive control\nHybrid model predictive control for the Maeslant barrier\nModel-based predictive control for distributed energy resources\nMulti-agent control of power networks\nMulti-agent control of transportation networks\nme any comments.","domain":"hydraulic_engineering"}
{"url":"https://scholars4africans.com/290-various-jobs-ufundi-at-jvacee-stiglers-gorge-project/","date":"2021-10-26T14:18:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587908.20/warc/CC-MAIN-20211026134839-20211026164839-00391.warc.gz","language_score":0.9208600521087646,"token_count":189,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__16742271","lang":"en","text":"290 Various Jobs (ufundi) at JVACEE (Stigler’s Gorge Project)\n290 Various Jobs (ufundi) at JVACEE (Stigler’s Gorge Project) June, 2021. Julius Nyerere Hydropower Station (JNHS; RHHP; Rufiji Hydroelectric Power Project; Stiegler’s Gorge Dam) is a hydroelectric dam under construction across the Rufiji River in eastern Tanzania. Although controversial, the government approved the plans in 2018. The power station is expected to have an installed capacity of 2,115 megawatts (2,836,000 hp) and to produce 5,920GWh of power annually. The project, power station and dam are owned by and will be managed by the government owned Tanzania Electric Supply Company (TANESCO). Construction began in 2019 and is expected to be completed in 2022.","domain":"hydraulic_engineering"}
{"url":"http://top100projects.ca/project-details/?id=126&yr=2015","date":"2017-04-24T11:20:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917119356.19/warc/CC-MAIN-20170423031159-00418-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9354969263076782,"token_count":304,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__193147810","lang":"en","text":"Ranking for 2015: 64\nIndustry Sector: Energy\nSpecific Sector: Hydroelectric\nRange: $500,000,000 - $1 billion\nProject Value: $748,000,000\nProvincial: $748 million\nGovernment Funds Involved:\nFunding Source: Public\nLocation: Ruskin, British Columbia\nEstimated End Date of Substantial Completion: 2017\nThe Ruskin Dam generation station has supplied power to the BC Hydro grid for almost 80 years and requires upgrades to ensure operational reliability and improve safety in the event of an earthquake.\nThere are four major components to this project:\n• The right bank of the dam is being reinforced with a specially designed cutoff wall, which will control and manage water seepage.\n• Seven concrete piers and spillway gates will be removed and replaced with five new ones, and the one-lane road on top of the dam will be replaced with a two-lane road.\n• The powerhouse facility will be seismically upgraded and the powerhouse turbines, generators, and ancillary equipment will be upgraded or replaced (including upgrades to penstocks and intake tunnels that move water from the reservoir to the powerhouse).\n• The switchyard, currently located on the roof of the powerhouse, will be rebuilt and relocated to the left bank behind the road.\nThe upgrades to the right bank are complete, and the replacement of the piers and spillway gates is underway. The facility is expected to be in service in 2017.","domain":"hydraulic_engineering"}
{"url":"https://remarkableohio.org/picture.php?/8635","date":"2021-06-15T06:25:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623487617599.15/warc/CC-MAIN-20210615053457-20210615083457-00008.warc.gz","language_score":0.9266728758811951,"token_count":73,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__117663505","lang":"en","text":"5-79 Canal Lock near Zoar, Ohio\n- Canal Lock near Zoar, Ohio\n- Reproduction of a photograph depicting water coming through the gates of a lock on the Ohio and Erie Canal near Zoar, Ohio, ca. 1875-1900. Canal locks were used to move boats from one water level to the next (AL00846).","domain":"hydraulic_engineering"}
{"url":"http://www.baileyhydraulics.com/Chief-Pressure-Compensated-Flow-Control-Valves-FC-Series-Accessories-Ports-RELIEF-PLUG-Relief","date":"2018-10-21T18:43:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583514314.87/warc/CC-MAIN-20181021181851-20181021203351-00447.warc.gz","language_score":0.8657427430152893,"token_count":116,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__155282062","lang":"en","text":"Chief Pressure Compensated Flow Control Valves (FC Series): Accessories Ports, RELIEF PLUG Relief\nThe FC model is a full range pressure compensating variable fl ow control. It is designed so that the orifi ce area varies as the lever is rotated. The outlet fl ow is smooth and constant regardless of the pressure on the the control flow or excess fl ow ports. An adjustable ball spring relief allows for pressure compensated fl ow up to the pressure setting on the relief. Relief valves are preset at 1500 PSI and field adjustable from 750 to 3000 PSI.","domain":"hydraulic_engineering"}
{"url":"https://moraga.ca.us/bids.aspx?bidID=19","date":"2022-05-26T09:01:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662604495.84/warc/CC-MAIN-20220526065603-20220526095603-00238.warc.gz","language_score":0.8964192271232605,"token_count":178,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__220288961","lang":"en","text":"The successful consultant will provide professional Construction Management services necessary for the construction of the proposed work which includes repairs to existing storm drains. A 12-inch storm drain in the Hacienda Parking Lot will be abandoned, and a new 12-inch HDPE storm drain will be installed at a new alignment. A 60-inch Corrugated Metal Pipe (CMP) will be repaired using contact grouting and invert lining, and a new maintenance access manhole will be installed on this storm drain. The new 12-inch HDPE storm drain will connect to the new maintenance access manhole. The third storm drain to be repaired is a 24-inch CMP cross culvert on Moraga Road. This culvert will be lined with Cured-In-Place Pipe (CIPP), and approximately 10 feet of the pipe will be replaced with a 24-inch HDPE pipe.","domain":"hydraulic_engineering"}
{"url":"https://quantumcontrols.nl/products/hull-units/","date":"2024-04-20T12:38:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817650.14/warc/CC-MAIN-20240420122043-20240420152043-00461.warc.gz","language_score":0.9261763095855713,"token_count":86,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__162111124","lang":"en","text":"Our standard hull units vary by ship size with a range of shaft diameters from 100mm to 360mm.\nA hull units contains two main hydraulic cylinders that are connected through the tiller on the main shaft. The main shaft and fins are connected through a tapered hydraulic coupling. The working pressure on the main cylinders can deviate from 140 bar to 210 bar.\nBelow a list with the current types of Hull units,","domain":"hydraulic_engineering"}
{"url":"https://www.grangeholdingsltd.com/project-3","date":"2021-12-05T23:25:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363226.68/warc/CC-MAIN-20211205221915-20211206011915-00306.warc.gz","language_score":0.7571872472763062,"token_count":193,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__89941130","lang":"en","text":"10.2 MW Hydro Plant\n10.2 MW Madar Batdara Hydro Power Project.\nBatdara Dist. Muzaffarabad AJK Pakistan\n- 10.2 MW Madar Batdara Hydro Power Project\n- Batdara has been approved for the development of 10.2 MW hydro power project by the Private Power Cell of Government of Azad Jammu and Kashmir\n- The project is going to be developed on BOOT basis for 25 years.\nProject Site: Batdara Near Muzaffarabad AJ&K Project Type: Hydro Power Project\nProject Net Capacity: 10.2 MW\nConfiguration: 3 x Pelton Turbine\nPelton Turbine: PH22N2 -1060\nSponsor: Grange Holdings Limited\nEPC: Matousek Czech Republic\nPelton Turbine: Mavel (Czech Rep.) (Vendor)","domain":"hydraulic_engineering"}
{"url":"https://www.reportbuyer.com/product/4892244/gmidcl-nandur-madhmeshwar-irrigation-maharashtra-project-profile.html","date":"2018-08-17T13:50:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221212323.62/warc/CC-MAIN-20180817123838-20180817143838-00322.warc.gz","language_score":0.8994497656822205,"token_count":505,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__120478474","lang":"en","text":"GMIDCL – Nandur Madhmeshwar Irrigation – Maharashtra - Project Profile\n- March 2018 •\n- 7 pages •\n- Report ID: 4892244\n\"GMIDCL – Nandur Madhmeshwar Irrigation – Maharashtra - Project Profile\" contains information on the scope of the project including project overview and location. The profile also details project ownership and funding, gives a full project description, as well as information on contracts, tendering and key project contacts.\nThe \"GMIDCL – Nandur Madhmeshwar Irrigation – Maharashtra - Project Profile\" is part of Timetric’s database of 82,000+ construction projects. Our database includes a 10+ year archive of completed projects, full coverage of all global projects with a value greater than $25 million and key contact details for project managers, owners, consultants, contractors and bidders.\nGodavari Marathwada Irrigation Development Corporation Limited (GMIDCL) is undertaking the construction of a Nandur Madhmeshwar Irrigation project in Pune, Maharashtra, India.\nThe project involves the construction of dams. It includes the construction of dam gates and a powerhouse, and the installation of transmission lines, pipelines and turbines.\nThe project envisages construction of four storage dams, i.e, Mukane dam, Waki (Aibp) dam, Bhavali dam, Bham dam.\nOn June 15, 1978, project received approvals.\nHarvins Constructions has been appointed as EPC contractor for Waki dam project and S A Sawant as EPC contractor for Bham dam.\nIn 2006, Construction works on Mukane dam completed and in 2009, construction works on Bhavali dam completed. Construction works on Waki dam completed.\nIn October 2016, an agreement was signed with NABARD for funding the project.\nConstruction works on Bham Dam are underway and are scheduled to be completed by 2019.\nThe project involves the construction of dams in Pune, Maharashtra, India.\nThe US$270 million project includes the following:\n1. Construction of dams\n2. Construction of dam gates\n3. Construction of a powerhouse\n4. Installation of transmission lines\n5. Installation of pipelines\n6. Installation of turbines\nReasons To Buy\n• Gain insight into the project.\n• Monitor the latest project developments.\n• Identify key project contacts.","domain":"hydraulic_engineering"}
{"url":"https://www.melling.com/product/chrysler-aluminum-oil-pumps-select-performance/","date":"2020-02-22T18:51:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875145713.39/warc/CC-MAIN-20200222180557-20200222210557-00408.warc.gz","language_score":0.8953803777694702,"token_count":169,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__142650973","lang":"en","text":"Skip to content\nChrysler Performance Pumps\n- High volume performance upgrade of the M190.\n- 20% increased volume over stock pump.\n- The pump is supplied with a gerotor designed to provide 20% increased oil volume than the original Chrysler design.\n- The pump design has been improved by separating the inlet oil from the by-passed oil.\n- In addition pump materials have been changed to improve performance and durability.\n- Standard volume performance upgrade of the M342.\n- The 10342 features a hardcoat anodized body with a cast iron phosphate coated cover for improved pump performance and durability.\n- Adjustable by-pass pressure using optional springs.\n- The cup plugs have been replaced with threaded fittings.\n- Uses 1-1/8” bolt on screen.","domain":"hydraulic_engineering"}
{"url":"http://stellerseaeagle.blogspot.com/2015/08/rain-non-stop.html","date":"2019-05-22T14:57:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232256858.44/warc/CC-MAIN-20190522143218-20190522165218-00295.warc.gz","language_score":0.9842210412025452,"token_count":89,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__86990016","lang":"en","text":"June 25, 2015.\nThe entire day there has been rain. We spend all day indoors, while checking the water level on the river. It was necessary, as the water level in the river was low, and we had to leave the boats at the main channel a half a kilometer away. Heavy rain means that the water level might rise, and shift the logs which we used for mooring. The latter we cannot afford.","domain":"hydraulic_engineering"}
{"url":"http://geekvis.com/post/short-notes-on-hydraulic-pumps","date":"2018-01-19T05:16:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-05/segments/1516084887746.35/warc/CC-MAIN-20180119045937-20180119065937-00126.warc.gz","language_score":0.9096246957778931,"token_count":1377,"dump":"CC-MAIN-2018-05","global_id":"webtext-fineweb__CC-MAIN-2018-05__0__38604484","lang":"en","text":"Hydraulic Pumps is an important topic in the subject of Fluid Mechanics and Machinary. In this article, we will list down important points to remember for the topic on hydraulic pumps from the point of view of GATE and UPSC ESE exams.\nHydraulic Pumps: It is a word which has been derived using water as the working fluid, but other liquids can also be used. The two most common kind of hydraulic pumps are:\n- Centrifugal pumps\n- Axial flow pumps\nCentrifugal Pumps: This kind of pump is used to raise liquids from a lower to a higher level by creating the required pressure with the help of centrifugal action. The three important parts of centrifugal pumps are:\n- volute casing\nImpeller: These are backward curved blades mounted on a wheel, which is mounted on the drive shaft of centrifugal pump.\n- As the impeller rotates, the fluid that is drawn into the blade passages at the impeller eye and is accelerated as it is forced radially outwards.\n- The fluid has a very high velocity at the outer radius of the impeller.\n- To recover kinetic energy by changing it into pressure energy, diffuser blades may be used.\n- The fluid moves from the diffuser blades into the volute casing.\n- The functions of a volute casing is that it collects water and conveys it to the pump outlet.\nFor best efficiency of the pump, it is assumed that water enters the impeller radially, i.e. and .\nUse Euler's pump equation:\nThe work done per second on the water per unit mass of fluid flowing is: , where\n= component of absolute velocity in the tangential direction\nE = W/m = Euler's head and represents the ideal or theoretical head developed by the impeller only.\nThe flow rate is given by the expression: , where\n= radial component of absolute velocity and is perpendicular to the tangent at the inlet and outlet and\nb = width of the blade\nThe work done on the water by the pump consists of the following three parts:\n- = represents the change in kinetic energy of the liquid\n- = represents the effect of the centrifugal head or energy produced by the impeller\n- = represents the change in static pressure of the liquid, if the losses in the impeller are neglected\n- There is usually a slight slippage of the fluid with respect to the blade rotation.\n- For purely radial blades, which are often used in centrifugal compressors, . Then, the slip factor becomes, , where n = number of vanes = (impeller tip diameter)/(eye tip diameter)\n- The Stanitz slip factor is given be,\n- When applying slip factor, the Euler pump equation becomes,\n- Slip: In centrifugal pumps and compressors, due to relative rotation of fluid in a direction opposite to that of impeller with the same angular velocity as that of an impeller.\nThe figure below shows that the leading side of a blade, where there is a high pressure region while on the trailing side of the blade there is a low pressure region.\nLP = low pressure region,\nHP = high pressure region\n- Due to the lower pressure on the trailing face, there will be a higher velocity and a velocity gradient across the passage.\n- There is low velocity on the high pressure side and high velocity on the low pressure side\n- Velocity distribution is not uniform at any radius.\nLosses in centrifugal pump operation:\nThe following are the various losses occuring the operation of a centrifugal pump.\n- Eddy losses at entrance and exit of the impeller\n- Friction losses in the impeller\n- Frictional and eddy losses in the diffuser, if provided\n- Hydraulic losses in suction and delivery pipe\n- Mechanical losses due to friction of the main bearings and stuffing boxes\nA number of efficiencies are associated with these losses,\n- Overall efficiency = , where = density of the fluid, Q = flow rate, H = total head developed by the pump, = shaft power input. The term is called fluid power developed by the pump.\n- Casing efficiency = Fluid power at casing outlet / Fluid power at casing inlet = Fluid power at casing outlet / (fluid power developed by impeller - leakage losses).\n- Impeller efficiency = Fluid power at impeller exit / Fluid power supplied to impeller = Fluid power at impeller exit / (Fluid power developed by impeller + impeller loss)\n- Volumetric efficiency = Flow rate through pump / Flow rate through impeller = Q / (Q+q)\n- Mechanical efficiency = Fluid power supplied to the impeller / Power input by the shaft =\n- The overall efficiency can be calculated as,\n- Hydraulic efficiency = Actual head developed by the pump / Theoretical head developed by impeller = . H = manometric head.\nThe effect of impeller blade shape on performance:\nThe blade shapes can be classified as:\n- Backward curved blades\n- Radial blades\n- Forward curved blades\nIn the above figure, is much reduced, and thus, such rotors have a low energy transfer for a given impeller tip speed.\nIn the above blade configuration figure:\n- Enegrgy transfer value is high\n- As per the velocity diagram, the value of is very high\n- High kinetic energy is seldom required, and its reduction to static pressure by diffusion in a fixed casing is difficult to perform in a reasonable sized casing.\nIn the above blade configuration:\n- Advantages for very high speed compressors requiring highest possible pressure\n- Relatively easier to manuacture\n- No complext bending stresses\nIt consists simply of an annular passage without vanes surrounding the impeller. The size of the diffuser can be determined by using the continuity equation.\nThe mass flow rate at any radius can be found out by: . Where b = width of the diffuser passage and\n- For frictionless flow in the diffuser, angular momentum is constant and\n- The tangential velocity component is usually very much larger than the radial velocity component, so the ratio of the inlet to oulet diffuser velocities are:\n- The above ration means that for a large reduction in the outlet kinetic energy, a diffuser with a large radius is needed.\nIn the next article, we will talk about Cavitation in Hydraulic pumps and Pump Selection. Feel free to leave comments and queries below in the comment section.","domain":"hydraulic_engineering"}
{"url":"https://www.savery.co.uk/systems/power-units","date":"2021-06-24T03:46:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623488550571.96/warc/CC-MAIN-20210624015641-20210624045641-00354.warc.gz","language_score":0.9060999751091003,"token_count":312,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__63946542","lang":"en","text":"Savery Hydraulics design and manufacture hydraulic power units of various sizes to customer specifications ranging from single fractional power motors to multiple pumps sets of 1500kW.\nOur power units range from small fixed pump systems to complex variable displacement pump circuits. Power units can be fitted with control manifolds from basic relief unloading functions to complex bespoke control solutions complete with electrical control equipment.\nPower units can incorporate fluid reservoirs with volumes of 10 litres to in excess to 10,000 litres. They can include either simple fixed displacement pumping units or complex variable multi-pump installations with electrical control.\nSavery has undertaken projects for companies such as Rolls Royce to design and manufacture quality - cost effective solutions such as motion control and units for hazardous areas to ATEX requirements.Enquire\nSavery hydraulic systems are manufactured to customer specifications and range from small individual units to complex electro-hydraulic systems. The systems division uses components from the Savery and Hydraforce product ranges and also selects from other manufacturers ranges to design units which exactly match the customer and application requirements.\nThe components division specialises in the design and manufacture of small hydraulic power units, manifold assemblies and the supply of hydraulic control valves for the mobile and industrial markets. Our power packs & manifolds are 100% tested on purpose designed test rigs to product specific test specification procedures.\nSavery design and manufacture electronic control systems to accurately control and monitor hydraulic power. We provide complete control system solutions directly to customers to their own control system specification and develop control systems for Savery Systems projects.","domain":"hydraulic_engineering"}
{"url":"http://www.wbat.com/weather.php?config=&forecast=warnings&place=marion&state=in&zipcode=&country=us&county=18053&zone=INZ032","date":"2014-04-19T23:14:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-15/segments/1397609537754.12/warc/CC-MAIN-20140416005217-00537-ip-10-147-4-33.ec2.internal.warc.gz","language_score":0.7646072506904602,"token_count":301,"dump":"CC-MAIN-2014-15","global_id":"webtext-fineweb__CC-MAIN-2014-15__0__67115942","lang":"en","text":"SPECIAL WEATHER STATEMENT\n...ELEVATED FIRE DANGER THIS AFTERNOON...\nTHE COMBINATION OF DRY AIR...STEADY NORTHEAST WINDS...AND DRY\nSMALL FUELS IS LEADING TO INCREASED WILDFIRE DANGER THIS\nAFTERNOON. THESE CONDITIONS ARE EXPECTED TO PERSIST INTO THE EARLY\nEVENING HOURS BEFORE WINDS TAPER OFF AND RELATIVE HUMIDITY VALUES\nBEGIN TO RECOVER. USE EXTREME CAUTION IF BURNING OUTDOORS THIS\nAFTERNOON AND EARLY THIS EVENING...OR PERHAPS CONSIDER ANOTHER TIME\nTO BURN IF POSSIBLE.\n...The flood warning continues for the following rivers in\nWabash River at New Harmony\n.The Wabash River at New Harmony Indiana continues to fall and should\ngo below flood stage early Sunday morning.\nThe Flood Warning continues for\nthe Wabash River at New Harmony.\n* until Sunday morning.\n* At 8:30 AM Saturday the stage was 16.6 feet.\n* Flood Stage is 15.0 feet.\n* Minor flooding is occurring and Minor flooding is forecast.\n* Forecast...The river will continue to fall to below flood stage\nearly Sunday morning.\n* Impact...At 15.0 Feet...The river overflows low ground on the","domain":"hydraulic_engineering"}
{"url":"https://gilbertfireplacesbbqs.com/product/perlick-drain-pump/","date":"2021-10-25T04:20:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587623.1/warc/CC-MAIN-20211025030510-20211025060510-00686.warc.gz","language_score":0.7927124500274658,"token_count":134,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__188079665","lang":"en","text":"Perlick Drain Pump\nCall for pricing\nThis drain pump is designed to remove drain water from an undercounter icemaker in areas without direct drainage access. The drain pump reservoir collects drain water and pumps it through a 1/2” ID high pressure clear pvc hose (discharge hose). The maximum discharge hose length is 20 feet. The maximum lift height is 8 feet. There is a factory installed check valve on the drain pump.\n63802A Fits Models\nRESOURCES – Click on link for additional information\nLength: 13.40 in Width: 11.60 in Height: 6.40 in Weight: 7.46 lbs","domain":"hydraulic_engineering"}
{"url":"https://ilandtrading.com.au/collections/pumps","date":"2022-01-24T19:46:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304600.9/warc/CC-MAIN-20220124185733-20220124215733-00660.warc.gz","language_score":0.7105739116668701,"token_count":544,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__121662686","lang":"en","text":"Top quality products & great value!\nA large pump selection to choose from for all your needs\nGiantz 2300W High Pressure Water Pump\nGiantz 2inch High Flow Water Pump - Black & Red\nGiantz High Pressure Water Transfer Pump - Red\n2.7HP Submersible Dirty Water Pump\nGiantz 1500W Garden High Pressure Water Pump\nGiantz 2000W High Pressure Garden Water Pump\nGiantz Water Pump High Pressure Multi Stage Copper Motor Garden...\nGiantz Water Pump High Pressure Multi Stage Rain Tank Garden...\nGiantz 12V Bio Diesal Transfer Pump\nGiantz 1800W Submersible Water Pump\nGiantz Toilet Disposal Unit\nGiantz Electric Clean Water Pump\nGiantz Automatic Electronic Water Pump Controller - Yellow\nGiantz Adjustable Automatic Electronic Water Pump Controller - Black\n12V Electric Diesel Oil Bio-diesel Transfer Pump\nGiantz 800W Stainless Steel Garden Water Pump\nGiantz 1800W High Pressure Garden Water Pump\nGiantz Petrol High Pressure Washer Gun Water Cleaner Gurney Pump...\nGiantz Multi Stage Water Pump Pressure Rain Tank Garden Farm...\nGiantz 2500W Multi Stage Water Pump Pressure Rain Tank Farm...\nGiantz 8HP Petrol Water Pump Garden Irrigation 1.5'' 1''\nGiantz 8HP 3\" Petrol Water Pump Garden Irrigation Transfer Blue\nGiantz Multi Stage High Pressure Water Pump Garden Farm Rain...\nGiantz Auto Peripheral Pump Clean Water Garden Farm Rain Tank...\nGiantz 2300W High Pressure Garden Jet Water Pump with Auto...\nGiantz 1500W High Pressure Garden Water Pump with Auto Controller\nGiantz 800W High Pressure Garden Water Pump with Auto Controller","domain":"hydraulic_engineering"}
{"url":"http://croozefm.com/new-water-project-commissioned-masindi-town/","date":"2019-03-22T18:11:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912202688.89/warc/CC-MAIN-20190322180106-20190322202106-00375.warc.gz","language_score":0.9319967031478882,"token_count":161,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__177135359","lang":"en","text":"New Water Project Commissioned In Masindi Town\n- A new water production improvement plant has been commissioned in Masindi Town to improve production at Kiyanja water works Masindi.\nThe 2.2 billion Shillings facility addresses the water shortages, rationing, and dry zones, which had become rampant in Masindi Town. It is comprised of new intake pipelines, clarifiers, filters, electro-mechanical installations and associated pipe work interconnections designed to expand the production capacity of the intake and water treatment plant at Kiyanja.\nUpon completion, the water production capacity of Kiyanja water works will increase from 1.8 million litres a day to over 4.3 million litres of water a day, meeting the area demand for the next 15 years.","domain":"hydraulic_engineering"}
{"url":"https://jembuild.co.uk/project/flood-alleviation-works/","date":"2023-12-06T18:40:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100602.36/warc/CC-MAIN-20231206162528-20231206192528-00498.warc.gz","language_score":0.9431242346763611,"token_count":265,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__74558927","lang":"en","text":"Our largest project awarded by Associated British Ports, Immingham the largest port (by tonnage) in the UK.\nAs part of ABP’s Humber flood defence strategy contract the works involved the provision of new infrastructure to facilitate the installation of larger lock entrance gates. Works included the installation of 5km of ducting, major drainage and service diversions, the diversion of a Northern Power Grid 11kVa Feeder cable, supplying 2no oil storage facilities and the diversion 11kVa ABP cable, supplying the main Dock Offices. Works also included the design and construction of a bespoke lock gate stand designed to support a 160 ton lock gate along with the relocation of two Lock Gates, HGV turning area.\nFollowing the completion of this contract and working in partnership with Ravestein Marine the second phase of the project involved the construction of piled foundations to facilitate the new lock gates. Works were demanding,\nharzardous and very challenging on site working directly on the lock side between daily live shipping movements. Four 150m3 foundations complete with 80 tons of reinforcement were constructed to accommodate the\nmain rams and top anchorages. Within these works, troughs were installed for hydraulic pipes and concrete supplied and laid to the dock bottom in preparation for the installation of the new lock gates.","domain":"hydraulic_engineering"}
{"url":"http://www.nationalhelm.net/2016/07/lagos-state-government-begins-construction-of-magodo-shangisha-drainage-canal-photos.html","date":"2021-09-19T20:47:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780056900.32/warc/CC-MAIN-20210919190128-20210919220128-00387.warc.gz","language_score":0.8803510069847107,"token_count":128,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__95662801","lang":"en","text":"Lagos State Government Begins Construction Of Magodo-Shangisha Drainage Canal. Photos\nPosted On 20/07/2016\nThe Lagos State Government through the Lagos State Public Works Corporation has commenced the construction of a major collector drain at Magodo-Shangisha canal to avert flooding in the neighbourhood.\nThe Corporation, according to the Chief Executive Office (LSPWC), Engineer Ayotunde Sodeinde is currently working on the long stretch of the Magodo-Shagisha drainage canal embedded in a gorge in order to ease the flow of rainwater and domestic discharge from residential buildings within the neighbourhood.","domain":"hydraulic_engineering"}
{"url":"https://www.marzi.re.it/en/prodotto/pompa-a-pistone-membrana-mc-08m-gb-2/","date":"2023-12-02T22:34:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100452.79/warc/CC-MAIN-20231202203800-20231202233800-00392.warc.gz","language_score":0.8782102465629578,"token_count":141,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__18169393","lang":"en","text":"Piston-diaphragm pump MC-08M\nThe MC-M piston-diaphragm pumps with interposed fluid are built to offer reduced wear in the presence of abrasive products as no mechanical movements are in contact with pumped material.\nA specially designed valve system with tank, safety and reset valve check possibile malfunctioning or defects.\nDesigned for pumping aggressive and abrasive muddy products like ceramic, industrial derivates, slurry, etc.\nExercise pressure (bar): 12\nMaximum pressure (bar): 15\nPiston diameter (mm): 55\nDelivery (liters/hour): 800\nAbsorbed power (kW): 0,75","domain":"hydraulic_engineering"}
{"url":"https://derby.aws.openrepository.com/handle/10545/338133/browse?type=subject&value=Actuator+line+modelling+%28ALM%29","date":"2021-10-25T19:34:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587767.18/warc/CC-MAIN-20211025185311-20211025215311-00104.warc.gz","language_score":0.88031005859375,"token_count":643,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__280028552","lang":"en","text":"Browsing Department of Mechanical Engineering & the Built Environment by Subjects\nNow showing items 1-3 of 3\nInfluence of upstream turbulence on the wake characteristics of a tidal stream turbine.The influence of the upstream turbulence intensity on the flow characteristics downstream of a laboratory-scale horizontal axis tidal stream turbine is investigated in this study. Three test cases with the same mean velocity and different turbulence intensities are simulated numerically using the hybrid large eddy simulation/actuator line modelling technique. The mean velocity components, mean turbulent fluctuations, velocity deficit and wake extension are compared along the streamwise direction to examine the upstream turbulence effects. The inflow conditions are generated by the mapping method using the mean velocity and turbulent profiles experimentally obtained for a turbulent open channel flow. Comparing results for the mean velocity and turbulent fluctuations shows that the upstream turbulence level strongly affects the flow characteristics downstream of the turbine by influencing the tip vortices breakdown process and in turn wake recovery. The comparison also reveals that the ambient turbulence level strongly influences the velocity deficit but it does not significantly affect the streamwise velocity and the radial location of tip vortices in the flow.\nNumerical simulations of wake characteristics of a horizontal axis tidal stream turbine using actuator line model.The wake of a laboratory scale tidal stream turbine in a shallow water channel with a turbulent inflow is simulated using the hybrid LES/ALM technique, which combines large eddy simulation with the actuator line method. The turbulent inlet conditions are generated using the mapping method to avoid a precursor running and large space for saving data. The numerical results demonstrated the usefulness of the mapping technique as well as some shortcomings that still remain to be addressed. Good agreement between numerical predictions and experimental data is achieved for both the mean and turbulent characteristics of the flow behind the turbine. The examination of changes in turbulence intensity and turbulent kinetic energy in the streamwise direction confirms the existence of a peak and transition to a highly turbulent flow about three diameters downstream of the turbine, which means that the distinct characteristics of the streamwise changes of turbulence intensity or turbulent kinetic energy may serve as an effective indicator for the flow regime transition and wake behaviour.\nValidation of the actuator line method for simulating flow through a horizontal axis tidal stream turbine by comparison with measurementsThe purpose of the present work is to evaluate the capability of the Actuator Line Method (ALM) to simulate flow through a horizontal axis tidal stream turbine. A numerical model combining the ALM with large eddy simulation technique is developed and applied to compute the flow past a laboratory-scale tidal stream turbine. The flow field is analysed in terms of streamwise mean velocity, turbulence intensity, turbulent kinetic energy and the decay rate of the maximum turbulent kinetic energy behind the turbine. It is found that the ALM performs well in predicting the mean flow and turbulence characteristics behind the turbine. The flow field predicted show a clear transition from an organised vorticity region near the turbine to a highly turbulent flow downstream. The location of this transition and the controlling parameters are discussed but further investigation, both numerical and experimental is required in order to clarify its effects on the flow structure and the performance of downstream turbines in tidal turbine arrays.","domain":"hydraulic_engineering"}
{"url":"https://www.gogoiot.com/projects/automatic-water-level-indicator-and-controller-using-arduino","date":"2022-10-01T17:01:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030336880.89/warc/CC-MAIN-20221001163826-20221001193826-00243.warc.gz","language_score":0.9262831211090088,"token_count":121,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__122057316","lang":"en","text":"Arduino-based automatic water level indicator and controller project we are going to estimate the water level using ultrasonic sensors.\nThe concept we have used here in our project where the water motor pump is automatically turned on when the water level in the respective tank becomes low.\nUltrasonic sensor HC-SR04 is utilized to estimate distance in the range of 2cm-400cm with an accuracy of 3mm. The sensor module includes an ultrasonic transmitter, receiver as well as control circuit.\nThe signals after striking an obstacle it will return back and are captured with the help of the receiver.","domain":"hydraulic_engineering"}
{"url":"http://propercon.co.za/paved-road.php","date":"2021-09-24T00:47:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780057479.26/warc/CC-MAIN-20210923225758-20210924015758-00310.warc.gz","language_score":0.961123526096344,"token_count":104,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__235762078","lang":"en","text":"This project consists of the planning, design and labour intensive construction of a new access road and stormwater drainage. The project included full participation of the community from the project identification phase up until the completion of the construction. Most materials were bought from small local suppliers. A local contractor was appointed for the construction of the project and only made use of local labour.\nThis project was selected by the EPWP Evaluation and Research Department as one of the best performing projects in South Africa and the only project selected in the Free State.","domain":"hydraulic_engineering"}
{"url":"https://shamgarenterprisesllc.com/author/admin/","date":"2024-03-04T04:18:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476413.82/warc/CC-MAIN-20240304033910-20240304063910-00072.warc.gz","language_score":0.8800110220909119,"token_count":81,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__123650137","lang":"en","text":"Miter Gate Storage Design-Build project for the construction of a marine based storage facility on the Ohio River. This project included site […]\nMiami Flood Wall\nMooring Cells Construction of (4) new 30 foot diameter steel sheet pile mooring cells below a new Lock and Dam on the […]\nWelcome to WordPress. This is your first post. Edit or delete it, then start writing!","domain":"hydraulic_engineering"}
{"url":"https://honeytech.in/hydraulic-cylinders.html","date":"2023-10-01T04:48:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510781.66/warc/CC-MAIN-20231001041719-20231001071719-00127.warc.gz","language_score":0.8987553715705872,"token_count":169,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__318815168","lang":"en","text":"We have expertise in following range of Hydraulic Cylinders :\n- Hydraulic Cylinders are manufactured for applications where pressure is ranging from 10 kg/cm2 to 400 kg/cm2.\n- Standard Cylinders are available with robust design for working pressure of 160 kg/cm2 & test Pressure of 200 kg/cm2.\n- Custom made Hydraulic Cylinders are manufactured according to the specific dimensions, pressure & temperature requirements.\n- Hydraulic cylinders are manufactured from 32mm bore to 350mm bore size with various stroke lengths.\n- Tubings for the Hydraulic Cylinders are M.S. Honned & Hard Crome Plated & Piston Rods are EN8 Ground & Hard Crome Plated.\n- Tie rod construction as well as welded construction designs are available.","domain":"hydraulic_engineering"}
{"url":"https://www.americangrazinglands.com/products/jobe-rojo-float-valve-high-flow","date":"2024-03-04T15:26:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476452.25/warc/CC-MAIN-20240304133241-20240304163241-00889.warc.gz","language_score":0.8512283563613892,"token_count":142,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__185886476","lang":"en","text":"Jobe Rojo Float Valve, High Flow ¾\"\nRojo Float Valves are float operated valves for automatic filling of water storage vessels. The Rojo can be mounted above or below water level. The Rojo is a good choice where low flow is sufficient and its compact non-corrosive construction is beneficial.\n- Mounting: Side, bottom, or top\n- Operating pressure range 0-150 PSI\n- Max flow 6 GPM\n- Built in check valve\n- Fully adjustable float angle\n- Flow stops when unscrewed for servicing\n- Switch to lock valve into off position ¾\" thread inlet\n- ¼ turn removes valve to easily clean filter","domain":"hydraulic_engineering"}
{"url":"https://renewables4africa.net/news/viewnews.php?ID=102","date":"2023-03-22T12:18:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296943809.76/warc/CC-MAIN-20230322114226-20230322144226-00224.warc.gz","language_score":0.9522001147270203,"token_count":472,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__289356544","lang":"en","text":"menu powered by Milonic\n|You are here:||Comments and remarks to Wim Jonker Klunne|\nEthiopia is building three hydropower dams at a cost of $1,4-billion and hopes to generate millions of dollars in foreign currency by exporting excess electricity to three neighbouring countries.\nThe dams -- harnessing power from rivers cascading from Ethiopia's rugged, towering mountains -- are expected to produce a total of 1 155 Megawatts, the official said on Tuesday.\n\"By 2010, the construction of the Tekeze hydro power dam with a capacity of 300 MW, Geligele Gibe II with a capacity of 420 MW and Belesse hydro power dam with a capacity of 435 MW will be completed,\" said Sendeku Araya, head of public relations at the state-owned Ethiopian Electric Power Corporation (EEPCO).\n\"Ethiopia aims to export its excess electric power to neighbouring Sudan, Djibouti and Kenya and earn millions of dollars,\" Sendeku told in an interview.\nHe said the cost of building the dams was being covered by the Ethiopian government as well as loans from the Italian government and the European Investment Bank.\nTesfaye Batu, project manager for the construction of a $68-million power line linking Shehedi in Ethiopia to Gedaref in Sudan 194 km away, said work was progressing well.\n\"When the project is completed Ethiopia would earn $30 million annually for the export of 200 MW low-cost hydropower, to neighboring Sudan which is intended to replace the costly thermal generation which it is currently using,\" Tesfaye said.\nThe project is expected to be completed by 2010, he added.\nBogale Feyissa, project manager for a powerline linking Ethiopia to Djibouti, said the construction of the 283 km line supplying 40 MW to the Red Sea state is expected to cost $62-million, which the African Development Bank has agreed to fund.\nSendeku said plans to supply hydropower to Kenya was still under discussion.\nEthiopia currently generates 800 MW from four hydropower plants for domestic consumption.\nNews date: 19/04/2006","domain":"hydraulic_engineering"}
{"url":"https://www.dontibbits.com/United-States/Washington/Grand-Coulee-Dam","date":"2019-10-21T02:51:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570987751039.81/warc/CC-MAIN-20191021020335-20191021043835-00302.warc.gz","language_score":0.8848817944526672,"token_count":119,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__5090647","lang":"en","text":"Grand Coulee Dam\nGrand Coulee Dam is a concrete gravity dam on the Columbia River in the U.S. state of Washington, built to produce hydroelectric power and provide irrigation water. Constructed between 1933 and 1942, Grand Coulee originally had only two powerhouses. The third powerhouse, completed in 1974 to increase energy production, makes Grand Coulee the largest power station in the United States by nameplate-capacity at 6,809 MW.\nGrandCouleeDamwashington0707581dltGrand Coulee DamColumbia RiverColumbiaRiverhydroelectricpowerstation","domain":"hydraulic_engineering"}
{"url":"https://investmentshoax.com/5-things-to-know-today-construction-savings-badlands-bridge-minnesota-politics-license-transfer-gift-cards/","date":"2023-12-03T00:18:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100476.94/warc/CC-MAIN-20231202235258-20231203025258-00460.warc.gz","language_score":0.9256346225738525,"token_count":182,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__195920358","lang":"en","text":"1. Faster construction of Red River water project would save over $100M, officials say\nOfficials are making the case that speeding up construction of the Red River Valley Water Supply Project could save more than $100 million in the cost of delivering Missouri River water to eastern North Dakota.\nThe project is budgeted at $1.22 billion and would pump water out of the Missouri River near Washburn, North Dakota, and send it through a pipeline to an outlet near Cooperstown into the Sheyenne River, a tributary of the Red River.\nThe construction timeline on the state and local project will largely depend on the pace of state appropriations, which totaled $36.4 million in the 2019-21 budget and $50 million for 2021-23.\n2. North Dakota says it will not take over controversial Badlands bridge project\nThe Little Missouri River in western North Dakota. Forum…","domain":"hydraulic_engineering"}
{"url":"https://www.connellcontractors.co.nz/projects/pump-station/","date":"2020-08-06T12:26:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439736962.52/warc/CC-MAIN-20200806121241-20200806151241-00398.warc.gz","language_score":0.9321076273918152,"token_count":111,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__93801347","lang":"en","text":"Hoods Landing Pump Station\nHoods Landing Pump Station Replacement\nThis contract was located on the banks of the Waikato River at Otaua.\nDue to the close proximity to a significant waterway strict environmental controls were in place.\nThe site was dewatered to allow the construction of a coffer dam, the upgrade of inlet bays and platforms, replacement of the inlet screens, installation of a new outlet structure to the existing headwall, replacement of increased size pipework and reinstatement of the stopbank.","domain":"hydraulic_engineering"}
{"url":"https://eurasia.ro/2008/11/21/irans-dam-construction-industry-enjoys-growing-reputation/","date":"2024-02-27T02:47:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474670.19/warc/CC-MAIN-20240227021813-20240227051813-00477.warc.gz","language_score":0.9428080916404724,"token_count":195,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__191041019","lang":"en","text":"TEHRAN (FNA)- Iran said the advancements it has made in the past years have enabled it to enter dam construction contracts with other countries. Iranian specialists now provide consultation services for the design and construction of various sizes of dams, Energy Minister Parviz Fattah told reporters on Friday.\nAccording to the Iranian official, 95 dams are currently under construction inside Iran and such countries as Sri Lanka, Syria, and Tajikistan as well as African states have entered either dam construction or consultation projects with Tehran.\nOne of Iran’s most important international projects will see the construction of a $200-million hydroelectric dam in Nicaragua, press tv said.\nWhile the construction of the Nicaraguan dam is set to begin in 2011, the project has caused serious concern in the United States as it signifies the increase of Iran’s foothold in Latin American markets.\nThe Iranian Energy Ministry is reportedly assessing whether to begin nearly 170 additional dam construction projects.","domain":"hydraulic_engineering"}
{"url":"https://www.shorewatermarine.com.au/copy-of-pile-encapsulation-project","date":"2022-05-17T13:23:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662517485.8/warc/CC-MAIN-20220517130706-20220517160706-00662.warc.gz","language_score":0.9401088953018188,"token_count":101,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__231175709","lang":"en","text":"AUGUSTA BOAT HARBOUR CONSTRUCTION – AUGUSTA, WA\nClient: Swan Marine Contracting\nShorewater Marine was engaged to complete a number of below water and above water tasks for the construction of the Augusta Boat Harbour.\nThe works included but were not limited to:\n- Seabed excavation,\n- Below water level Inspections\n- Rock removal\n- Assistance with the construction of jetty systems, boat ramp construction\n- Detailed reporting.","domain":"hydraulic_engineering"}
{"url":"https://lynasengineers.com/projects/saltersgill-suds/","date":"2023-06-04T21:42:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224650264.9/warc/CC-MAIN-20230604193207-20230604223207-00041.warc.gz","language_score":0.9535308480262756,"token_count":328,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__242970580","lang":"en","text":"Client: Middlesbrough Council\nLocation: Saltersgill Estate, Middlesbrough\nWorking with Middlesbrough Council, Lynas Engineers developed a comprehensive flood defence scheme, split into 2 phases, to ensure the protection of 306 properties on the Saltersgill Estate, Middlesbrough. Through the design and construction of the proposed flood defence systems, the 306 homes were taken from a significant risk zone into a low risk zone. The works have been designed to protect homes from internal flooding for events up to a critical 1 in 200 year storm.\nPhase 1 of the scheme includes two dry basins and one wet pond, all connected, to provide 12,000m³ (12 million litres) of storage during a critical storm. Phase 2 of the scheme includes the installation of a flood defence bund with a capacity of almost 24,000m³ (24 million litres) of water during the same critical storm. The maximum combined flow rate from the two phases equates to 862l/s.\nLynas Engineers was commissioned to design and enable the hydraulic and flood modelling studies by Middlesbrough Council; in order to facilitate the construction of the proposed flood protection works. Specialist design software including AutoCAD Civil 3D and MicroDrainage was utilised to ensure the proposed methods of storage protection were robust enough to withstand the critical storms and could be constructed in a real-world environment. Lynas Engineers was also involved in the procurement of the works and undertook the role of client representative, providing site support and supervision, throughout the duration of the works. We also acted as Principal Designer under CDM.","domain":"hydraulic_engineering"}
{"url":"https://setiyawanmakmurabadi.com/lifting-equipment/sciisor-lift/self-propelled-scissor-lift/","date":"2023-06-09T08:56:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224655446.86/warc/CC-MAIN-20230609064417-20230609094417-00349.warc.gz","language_score":0.9109851121902466,"token_count":83,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__106457084","lang":"en","text":"SELF PROPELLED SCISSOR LIFT\nHydraulic Self Propelled Scissor Lift is driven by hydraulic principle. Hydraulic motor supply power for driving and lifting. It is different drive model with Electrical drive. Hydraulic self propelled scissor lift is famous for its high precision, great sensitivity, low ware and lower noise.","domain":"hydraulic_engineering"}
{"url":"http://www.sumptek.com/backup-system.html","date":"2019-07-18T04:32:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195525500.21/warc/CC-MAIN-20190718042531-20190718064531-00126.warc.gz","language_score":0.9462653994560242,"token_count":128,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__59104187","lang":"en","text":"The Alpha battery backup system was designed to prevent basement flooding in the most extreme conditions. The Alpha System has the pumping power to tackle the heaviest rains and the efficiency to outlast the longest storms.\nThe Alpha advanced controller delivers more power to the pump and is loaded with features that ensure operation. It proactively alerts you to potential threats of flooding.\nExtremely reliable solid state sensors turn the pump on and off. They are completely adjustable for a proper installation and seamless operation.\nThe high output pump delivers amazing pumping capacity while maintaining the maximum efficiency of DC power with as much pumping capacity as a 1/2 HP standard sump pump","domain":"hydraulic_engineering"}
{"url":"https://www.techno-tools.it/en/700-bar-hydraulic-tools/hydraulic-pumps/gasoline-hydraulic-pumps","date":"2022-01-21T13:20:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320303385.49/warc/CC-MAIN-20220121131830-20220121161830-00446.warc.gz","language_score":0.8248170018196106,"token_count":269,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__186486191","lang":"en","text":"Gasoline Hydraulic Pumps\n- Gasoline pumps can provide 700 bar hydralic force at remote locations;\n- Industrial grade 5.5 HP petrol or diesel engine;\n- Manual control valve for use with single and double acting cylinders or tools;\n- Two speed operations;\n- Pumps features a sturdy protective roll cage for use in the toughest enviroments;\n|Model||Motor (kW)||Oil Capacity (litri)||1st stage pressure (bar)||2nd stage pressure (bar)||1st stage flow rate (L/min)||2nd stage flow rate (L/min)||Weight (Kg)|\nAny question or curiosity to submit?","domain":"hydraulic_engineering"}
{"url":"https://thepumpshop.com/product/tsurumi-ktz33-7/","date":"2022-10-02T13:44:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337322.29/warc/CC-MAIN-20221002115028-20221002145028-00233.warc.gz","language_score":0.7739595770835876,"token_count":154,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__198407552","lang":"en","text":"- Cast iron submersible pumps for drainage, groundwater, rain and spring water, water containing sand and silt.\n- Wear-resistant and cost-effective.\n- Chromium iron semi-open impeller allows free passage of solids up to 8.5mm.\n- Silicon Carbide double mechanical seal in an oil chamber, oil lifter, water, and air cooling channel.\n- Supplied with 20 meters heavy-duty power cable.\n- 3 phase 50Hz motor with thermal cut out.\n- Double mechanical silicon carbide seal in oil bath\n- Easily converted to high pressure and high-volume configurations\n- Compact lightweight design and robust construction","domain":"hydraulic_engineering"}
{"url":"http://khto.gf.ukim.edu.mk/concrete-dams/","date":"2022-12-05T07:43:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446711013.11/warc/CC-MAIN-20221205064509-20221205094509-00451.warc.gz","language_score":0.9270472526550293,"token_count":211,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__136976046","lang":"en","text":"Concrete dams are successors of masonry dams, however in the mid 90’s embankment dams became more attractive for investors and contractors because of their lower price and construction concept. In an effort to put concrete dams back on the pedestal, engineers came up with a new concept of construction of concrete dams – rolled compacted concrete. It is a completely new material, a combination of the benefits of both embankment dams and concrete dams. In the course of ‘Concrete Dams’ students will get knowledge about history of concrete dams, different types of concrete dams – gravity, buttress, arch dams, arch-gravity, rolled compacted concrete dams, construction elements, analysis of static stability, dynamic stability, the effect of temperature in concrete dams, design of appurtenant structures and more.\nFor more information on the organization of the course, take a look at the attached CV.","domain":"hydraulic_engineering"}
{"url":"http://nusmodmaven.appspot.com/modpage?modName=CE5312","date":"2019-04-25T09:48:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578716619.97/warc/CC-MAIN-20190425094105-20190425120105-00434.warc.gz","language_score":0.9591141939163208,"token_count":207,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__101266527","lang":"en","text":"The student will be introduced to open channel flows covering the conservation of mass, the momentum and energy equations. This is followed with the formulations for steady gradually varied flows with/without lateral inflows/outflows. The student is further introduced to the design of channels for steady gradually varied flows with lateral inflows (side spillways) and lateral outflows (side weirs). The concept of flow controls is also covered. The development of the continuity and momentum equations for unsteady flows is introduced. Flood routing is also covered along with the concepts of the kinematic wave, the diffusive wave and the dynamic wave are covered. The concept of the characteristics and its application to the solution of the simple wave problems associated with sluice gate operations and dam break is also introduced. Sediment transport concepts and the resistance to flow due to bedforms in alluvial channels are also covered with the view of estimating the total sediment transport capacity and the friction factor for composite roughnesses. Design concepts for a stable channel is also introduced.","domain":"hydraulic_engineering"}
{"url":"https://kishau.co.in/about-project","date":"2022-11-28T15:09:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710533.96/warc/CC-MAIN-20221128135348-20221128165348-00778.warc.gz","language_score":0.9329335689544678,"token_count":392,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__225522069","lang":"en","text":"Kishau Dam Project would utilize the water of river Tons which is a major tributaryof river Yamuna and forms boundary between Himachal Pradesh and Uttarakhandin most of its reaches in this region. The water stored in the Kishau reservoir shall be utilized for irrigation, power generation and to augment drinking water supplyfor National Capital Delhi.\nThe river at project site forms the boundary between Uttarakhad and Himachal Pradesh. The project site is near Samberkhera which is about 50 kms upstream of Dakpathar in Dehradun district Uttarakhand and about 10 km. upstream of existing Ichari dam. The nearest Rail head is Dehradun, the capital of the state and thenearest air field is at Jollygrant which is about 20 Km. from Dehradun. From Dehradun project site can be reached by road. Two lane metalled road is available up to Ichari dam site (Koti). From Koti to Sambarkhera (about 10 km.), single laneroad is existing.\nThis is a multipurpose river valley project which is proposed to create a grossreservoir capacity of 1824 Mm3. Not only the state but the whole country is suffering from the shortage of power and irrigation facilities, which are the mainsources for industrial and agricultural development. At present a lot of untappedpotential in terms of power and irrigation of the river Tons goes waste as which can be utilized for development of irrigation and power by constructing storage schemes on it.\nKishau Dam Project envisaged the construction of a 236 m high concrete gravity dam along with a 660 MW capacity power house across the river Tons, a tributary to the river Yamuna, for harnessing the vast monsoon flow of river Tons by storing and utilizing the regulated release thereof, for irrigation and power generation.","domain":"hydraulic_engineering"}
{"url":"https://fluidotehnic.com/en/production-program/devices-and-systems-for-centralized-lubrication/electromotive-pump-for-decanting-grease.html","date":"2023-03-29T11:13:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296948965.80/warc/CC-MAIN-20230329085436-20230329115436-00441.warc.gz","language_score":0.9248978495597839,"token_count":163,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__238215388","lang":"en","text":"online katalog svih proizvoda\nHydraulic equipment and systems\nElectric motor pump for grease transfer\nElectromotive pump for decanting grease is used in central lubrication systems for automated supplement pumps with grease, also for dacanting lubricants from one tank to another. It is made to work in the harshest conditions such as the excavator surface mines, steel mills, cement plants etc. This pump is equipped with streaming gear pump. At the pump suction line of the suction filter which protects the pump and the entire system from contaminants. There is a safety valve at the pressure pipe which protects the pump from overloading. It is mounted on a standard barrel of grease/ size200 dm3.","domain":"hydraulic_engineering"}
{"url":"https://digitalcommons.ric.edu/mss-0052/46/","date":"2023-12-06T17:04:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100602.36/warc/CC-MAIN-20231206162528-20231206192528-00112.warc.gz","language_score":0.7058112621307373,"token_count":85,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__262591264","lang":"en","text":"An undated photograph of the Hope Dam in Scituate, Rhode Island. The Hope Dam is built on the Pawtuxet River.\nScituate (R.I. : Town)\nStone, Wilfred E., \"Hope Dam, Scituate\" (1900). Wilfred E. Stone photographs. 46.\nPawtuxet River (R.I.); Dams; Rivers","domain":"hydraulic_engineering"}
{"url":"http://en.hippos.cn/product/274.html","date":"2024-02-26T11:43:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474659.73/warc/CC-MAIN-20240226094435-20240226124435-00429.warc.gz","language_score":0.8923513293266296,"token_count":180,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__208040088","lang":"en","text":"Integrated rainwater lifting device\nThe barrel of the integrated rainwater lifting device is made of advanced high strength (PPB) injection molding. The main body of the device is composed of mud chamber well seat, offset closing, shaft, water pump, pipeline, valve, sensor, control system and other components. The inlet pipe can be provided with crushing grille according to requirements.\n(2) the split structure is assembled, and the construction speed is fast.\n(3) In view of the silt and odor problems at the bottom of the well seat, the automatic cleaning bottom design is adopted without manual dredging.\n(4) Set up a liquid level control system to control the liquid level accurately, easy to adjust, and stable operation\n(5) Set up a top-level circulating water control system, which can realize unattended operation and save management costs.","domain":"hydraulic_engineering"}
{"url":"https://www.newyorkconstructionreport.com/james-construction-group-awarded-contract-for-bridge-work/","date":"2022-12-08T14:05:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446711336.41/warc/CC-MAIN-20221208114402-20221208144402-00742.warc.gz","language_score":0.9310062527656555,"token_count":268,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__137238999","lang":"en","text":"A contractor has been selected for bridge replacement and channel modification work at Hillcroft and Buffalo Speedway, along with six other project areas.\nHarris County Commission Court authorized over $49 million on behalf of Harris County Flood Control District to James Construction Group for the scope of work along Brays Bayou, according to a flood control news release.\nConstruction is expected to start this spring on project sites at Lawndale, Telephone and Hillcroft. Bridges at Buffalo Speedway, Almeda, Calhoun, South 75th, and the Galveston Sub Union Pacific Railroad will be scheduled in a sequence to minimize traffic impacts, according to the release.\nThe flood control district will demolish six of the eight bridges — minus Calhoun and Galveston Sub — and replace them with higher, longer, and wider bridges to help improve storm water flow along the bayou. Calhoun and Galveston Sub will be replaced by Texas Department of Transportation and Union Pacific Railroad, respectively and the flood control district will complete channel improvements under the bridges.\nThe upcoming projects represent eight of 13 bridge replacements or modifications that need to be completed as part of Project Brays, according to the release. The flood control district has also completed 21 miles of channel improvements, built four stormwater detention basins covering 900 acres, and replaced or modified 19 bridges.","domain":"hydraulic_engineering"}
{"url":"https://agricultural-gearboxes.xyz/electric-motor-agricultural-irrigation-high-pressure-centrifugal-diesel-water-pump/","date":"2022-09-29T20:11:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335365.63/warc/CC-MAIN-20220929194230-20220929224230-00741.warc.gz","language_score":0.7894335389137268,"token_count":486,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__162515346","lang":"en","text":"ZSS collection axial break up casing pump is a current merchandise which absorbed the rewards of identical kind pumps. It is a changing product of previous S series and SH collection double suction pump. This updated item owns the attributes of much better hydraulic efficiency,high performance,steady procedure,smaller sized in dimension.\n- Flow rate:Q=fifty~6330m3/h\n- Total head:H=9~160m\n- S.g.:γ ≤1.15\n- Pump diameter:80~600mm\n- Excellent energy-saving hydraulic models.\n- Optimized hydraulic design,precisely casted impeller+casing+pump over and dynamic balanced impeller ensure the accurate performance of pump.\n- Instead of traditional external circulation structure,a revolutionary design of sealing cooling and lubrication is adopted,which enables the complete internal circulation of cooling,lubrication and flushing.\n- Internal sealing lubrication structure, the flushing to sealing system is more efficient.\n- Straight line outline with stiffeners on pump cover,internal sealing lubrication structure,flexible structure design makes the pump more elegant.\n- Single stage,double suction,axial split casing centrifugal pump.CZPT passage casing to reduce the axial forces.\n- Both pump inlet and outlet are beneath the pump centerline,the rotary part can be removed from the casing CZPT dismantle the pipelines.\n- Shortened shaft and enlarged diameter of shaft design to increase the life of bearings and mechanical seals.\n- Completely sealed shaft design,zero contact with fluids.\n- Various materials of shaft sleeve to prevent the shaft from abrasion and corrosion.\n- Both mechanical seal and packing seal are CZPTmechanical seal can be changed CZPT dismantle the pump cover.\n- CZPT rotation directions are CZPT.\nStructure drawing is as below\n- It is suitable to pump clean water and fluids have close physical and chemical characters of water.\n- widely used in sections of mining,city water supply,power plant water supply and drainage,farm irrigation and various water conservancy project.","domain":"hydraulic_engineering"}
{"url":"http://www.thecody.com/ap-buffalo-bill-dam-vistor-center-1401406475.php","date":"2017-04-25T22:11:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917120881.99/warc/CC-MAIN-20170423031200-00054-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9510023593902588,"token_count":82,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__303331705","lang":"en","text":"Buffalo Bill Dam Vistor Center\nThe dam is a concrete arch-gravity dam on the Shoshone River that is named after Buffalo Bill Cody who founded the nearby town of Cody, WY. The dam is part of the Shoshone project to irrigate the Bighorn basin. It stands 325 feet high and built between 1905 and 1910.\n(Buffalo Bill Dam Vistor Center)","domain":"hydraulic_engineering"}
{"url":"https://idup.gov.in/en/article/ce-ii-betwa-project","date":"2022-10-06T16:42:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337853.66/warc/CC-MAIN-20221006155805-20221006185805-00040.warc.gz","language_score":0.956572949886322,"token_count":613,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__88521007","lang":"en","text":"Farmer of Bundelkhand region was forced to migrate being the region was facing continuous draught from last few decades and many farmers died too because of draughts. Many animals have also died because of lack of drinking water. Irrigation facilities were next to none in the region and reason being the land became unirrigated. Farmers were basically depending on the rains for agriculture which led to the diminishing economical state. In view of the above circumstances, the need to construct new irrigation projects in the Bundelkhand region for irrigation purposes felt. Government has constituted Project Betwa Organization, Jhansi in 1988. This organization is involved in construction work of dams on various rivers for irrigation purposes on agricultural land of Bundelkhand region which was unirrigated. At present undermentioned 10 projects have been completed and irrigation facilities are being provided in the region from these projects:- 1. Lakheri Dam Project, 2. Sijar Dam Project, 3. Kurar Dam Project, 4. Majhgawan Dam Subsidiary Project, 5. Aungasee Pump Canal Project, 6. Choudhary Charan Singh Lahchoora Dam Modern Project, 7. Kyolari Dam Subsidiary Project, 8. Kachnouda Dam Project, 9. Lower Rohini Dam Project, 10. Utaari Dam Project.\nThese dams have been made able to irrigate 90753 Hectare land, uplifting of ground water level and drinking water being made available. Economic condition of Bundelkhand region has been improved, continuous migration is minimized and relief provided to the farmers as well as to the common public.\nApart from the above, 11 projects are under construction whose approximately 50% work has been completed. These projects will be able to irrigate 69207 hectare land. 1. Bhourant Dam Project, 2. Jamrar Dam Project, 3. Pahoonj Dam Project, 4. Rasin Dam Project, 5. Arjun Subsidiary Dam Project, 6. Pahadee Dam Modernization Project, 7. Ratouli Wear Dam Project, 8. Bhavni Dam Project, Bandai Dam Project, 10. Babina Canal Project, 11. Erach Multipurpose Dam Project.\n02 Nos. Solar Power Plants are also being constructed by this organization for Power generation. 1. 3.42 MW Solar Power Plant Project in district Lalitpur. 2. 2.50 MW Power generation work in district Lalitpur is also proposed. Apart from the above mentioned projects, construction of new 05 Nos. dams is also proposed in district Lalitpur by this organization. Construction action will be taken seeing the feasibility. 228601 Hectare land is expected to be irrigated after completion of these projects.\n1. Virat Sagar Dam Project, 2. Baghen Dam Project, 3. Dhurwara Dam Project, 4. Taktaiya Dam Project, 5. Bant Dam Project.","domain":"hydraulic_engineering"}
{"url":"http://www.backyardbirdwatcher.com/product3416.html","date":"2019-03-23T20:40:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912203021.14/warc/CC-MAIN-20190323201804-20190323223804-00166.warc.gz","language_score":0.7911286950111389,"token_count":102,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__149526883","lang":"en","text":"Cal: T7500 TORPEDO Pond Pump W/40' CORD\nCal Pump Torpedo Pump\nLightweight, water cooled, oil free pump that can be used in or out of water. High volume flow with low energy consumption.\nCal117: Model T7500\n8.3a – 953w – 9300gph max; 7500gph @ 5’ lift – max lift 33'; 40’ cord – 3” inlet and outlet","domain":"hydraulic_engineering"}
{"url":"https://konyaindustries.com/category/construction/","date":"2021-08-03T06:44:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046154432.2/warc/CC-MAIN-20210803061431-20210803091431-00267.warc.gz","language_score":0.9531389474868774,"token_count":148,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__69170449","lang":"en","text":"Tucurui Hydro Project\nThe Tucurui Dam is a concrete gravity dam on the Tocantins River located near Para, Brazil. This was the first large-scale hydroelectric project in the Brazilian Amazon Rain forest. This dam can produce 8,370 megawatts and was built in two phases from 1975 to 2010.\nDuring construction of phase 2 of the dam one goal\nHighway 28 Rock Blasting\nKonya Industries was tasked with designing and implementing the blast design for the four lane Highway 28 project located north of Pittsburgh, Pennsylvania. Working with the drilling and blasting contractor, KESCO Inc, a new method of presplitting was used to break the extremely weak rock and ensure the safety of the travelers","domain":"hydraulic_engineering"}
{"url":"https://sunkoshinews.com/archives/173","date":"2023-12-05T21:57:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100568.68/warc/CC-MAIN-20231205204654-20231205234654-00136.warc.gz","language_score":0.9695112109184265,"token_count":365,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__258518649","lang":"en","text":"Dhangadi, 17 July : Water has started to be released in the main canal of the Rani-Jamara-Kularia Irrigation Project on a trial basis. The project being constructed in the eastern sector of Kailali district is a project of national pride. Water was released into the main canal of the project through three of the eight slice gates at the intake on Tuesday. The intake of the irrigation project is located on the Karnali river at Chisapani in the eastern border of the district. Work on installing the equipment for opening and closing the sluice gate is in progress in five sluice gates. “We released water into the main canal on a trial basis.\nAlthough water has been released in the main canal, it is not diverted to the feeder canal as the construction of a hydroelectric project is in progress. So, the water released into the main canal on test run has been diverted to the traditional irrigation canal itself,” Madhukar Rana Magar, Chief of the Project, said. The construction of the 8.8 kilometres long main irrigation canal has been completed. The main canal runs in the east-west direction. The feeder canal that runs towards the south of the main canal is 10.50 kilometres. The extension canal towards Lamki is 14.7 kilometers long and its construction is completed on six kilometres. The construction of the project had started in 2066 BS with the loan provided by the World Bank. It is constructed by the government investment as well as local voluntary labour contribution. The first phase of construction was completed in fiscal year 2017/18 while the second phase of construction began in fiscal year 2018/19. The project would be completely completed in 2023. It will irrigate around 20,300 hectares.","domain":"hydraulic_engineering"}
{"url":"https://www.safield.in/submersible-pump.html","date":"2023-06-01T22:18:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224648209.30/warc/CC-MAIN-20230601211701-20230602001701-00270.warc.gz","language_score":0.8970255851745605,"token_count":339,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__134933431","lang":"en","text":"|Max. motor rating (W)||750|\n|Max. flow rate (l/h)||< 22000|\n|Delivery temperature ( DegreeC)||max. 35|\n|Delivery head (m)||8|\n|Pressure-side connection thread||G1/2 internal thread|\n|Power cable (m)||10|\n|Dimensions (L x W x H) (mm)||238 x 293 x 354|\nAn individually adjustable level sensor starts the dirty water pump SP 22,000 Dirt Level Sensor immediately upon contact with water. If the water level drops below the level sensor again, the pump stops automatically after 15 seconds. The extremely powerful submersible pump is ideal for draining, for example, large garden ponds, flooded basements or construction pits, as it can reliably pump out dirty water (dirt particles of up to 30 mm) at a rate of up to 22,000 l/h. With even dirtier water, the integrated pull-down stainless steel prefilter serves to protect against blockages. The submersible pump can also be switched to continuous operation by means of the Automatic/Manual switch. It can reliably pump water away down to a residual water level of 35 millimetres – both in continuous operation and in automatic mode, when the level sensor is set accordingly. With the Quick Connect connection thread, 1\", 1 1/4\" and 1 1/2\" inch hoses can be connected without complication. Thanks to the stainless steel housing and robust slide ring sealing, the pump has a particularly long service life. An extended warranty of five years is available as an option.","domain":"hydraulic_engineering"}
{"url":"http://www.maa.org/publications/maa-reviews/gravity-capillary-free-surface-flows?device=mobile","date":"2015-07-29T14:43:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-32/segments/1438042986444.39/warc/CC-MAIN-20150728002306-00018-ip-10-236-191-2.ec2.internal.warc.gz","language_score":0.8383447527885437,"token_count":116,"dump":"CC-MAIN-2015-32","global_id":"webtext-fineweb__CC-MAIN-2015-32__0__136141865","lang":"en","text":"Preface; 1. Introduction; 2. Basic concepts; 3. Free surface flows which intersect walls; 4. Linear free surface flows generated by moving disturbances; 5. Nonlinear waves (asymptotic solutions); 6. Numerical computations of nonlinear water waves; 7. Nonlinear free surface flows generated by moving disturbances; 8. Free surface flows with waves and intersections with rigid walls; 9. Waves with constant vorticity; 10. Three-dimensional free surface flows; 11. Time dependent free surface flows; Epilogue; References; Index.","domain":"hydraulic_engineering"}
{"url":"https://motoinstruction.ru/en/Honda/CB/CB400SF-1/chassis/brake/110302","date":"2024-03-01T16:22:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475422.71/warc/CC-MAIN-20240301161412-20240301191412-00127.warc.gz","language_score":0.8838547468185425,"token_count":141,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__208112309","lang":"en","text":"The brake fluid level must be checked regularly and topped up if necessary.\nThere is a sight glass on the reservoir of the master brake cylinder with the mark (LOWER); The brake fluid level must be at least this mark. Otherwise, air may enter (airing) into the brake line, which will lead to interruptions in the operation of the brakes. The brake fluid level in the front brake circuit is checked with the motorcycle standing upright.\nIf the level is at the bottom (LOWER) or below it, it is necessary to add brake fluid to the reservoir (see «Hydraulic brake drive - brake fluid replacement and pumping») and check the condition of the brake pads.","domain":"hydraulic_engineering"}
{"url":"https://www.theindianwire.com/business/cabinet-approves-nhpcs-take-lancos-500-mw-teesta-hydro-electric-power-project-108364/","date":"2020-07-14T01:01:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593657147031.78/warc/CC-MAIN-20200713225620-20200714015620-00511.warc.gz","language_score":0.9500666260719299,"token_count":236,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__156076010","lang":"en","text":"The Cabinet Committee on Economics Affairs (CCEA) on Thursday gave its approval nod for the take over of debt ridden Lanco’s 500 MW Teesta hydro-electric power project in Sikkim, by Hydroelectric power generation company (NHPC) Limited.\nFinance Minister Arun Jaitley, said the CCEA headed by Prime Minister Narendra Modi, took the decision of NHPC’s take over Lanco’s Hydro-electric power project. Apart from this, Cabinet also said that NHPC has been allowed to spend ₹574.04 crore to complete the balance work at the project.\nThe hydro-electric power project would be completed with an estimated cost of ₹5,748.04 crore (at July 2018 price level). The project once finished would generate 2,400 million units of power with installed capacity of 500 MW (125 MWX4).\nTeesta Stage-VI hydro-electric project is a run of river in the Sewani Village (Sikkim) to utilize the power generation potential of Teesta river. The project once completed would help India to meet its growing demand of energy.","domain":"hydraulic_engineering"}
{"url":"https://www.mvekrcin.cz/home-page/","date":"2022-06-25T04:29:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103034170.1/warc/CC-MAIN-20220625034751-20220625064751-00328.warc.gz","language_score":0.8435791730880737,"token_count":104,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__276985524","lang":"en","text":"The Krčín small-scale hydroelectricity plant is situated on the river Metuje, at the river kilometre 18.168\nOne Kaplan turbine is installed in the small-scale hydroelectricity plant with an absorption capacity of\nand shaft horsepower of\nA flashboard sluice provides the impoundment,\nconsisting of 12 gates\nresting on vertical beams; dummy and gravel culverts are parts of the sluice.","domain":"hydraulic_engineering"}
{"url":"http://en.old.xinghuazhg.com/product/29.html","date":"2020-12-03T07:19:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141723602.80/warc/CC-MAIN-20201203062440-20201203092440-00304.warc.gz","language_score":0.8957708477973938,"token_count":412,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__127230848","lang":"en","text":"Special single riser drainage system is the Ministry of Construction recently popularized new drainage system. As with twenty years of production history of cast iron drainage pipe and accessories professional manufacturers, our company actively involved in China Engineering Construction Standardization Association CECS79:2011 \"special single riser drainage system technical specification\", CECS307:2012 \"enhanced cyclone special single riser drainage system\" and 10SS410 \"technical specification for construction of special single riser drainage system installation\" National building standard design drawings and compiling work.\nSince 2006 the company began to cast iron special single riser drainage fittings product research and development work. After nearly three years of efforts, has developed iron GY strengthen the cyclone and cyclone type cast iron Su Vito special single riser drainage system and other 9 series of more than 200 kinds of products. Especially the hydraulics test in Hunan University recently repeated, cast iron type GY we developed to strengthen the cyclone special single riser drainage capacity of drainage system more than 10 liters per second. The test results are not only more than the current domestic and international special single riser products best index, also far more than the cast iron double vertical drainage pipe drainage system 9 liters per second. As the widely used GY enhanced cyclone single stack drainage system to replace the cast iron double pipe drainage system design provides a reliable experimental evidence in the construction design of building drainage.\nCyclone type cast iron Su Vito we developed a special single riser DN100 stack drainage system, the hydraulic test in Hunan University, the water capacity of 7.5 liters per second, reaching the best levels in the same type of Su Vito products drainage ability.\nCast iron type GY developed by our company to strengthen the cyclone and cyclone type cast iron Su Vito special single riser drainage system series products, with its drainage flow, cast iron material is excellent, and the electrostatic epoxy powder spray coating process, which is the other similar products unmatched advantage.","domain":"hydraulic_engineering"}
{"url":"http://www.findlocalweather.com/stormwarnings/tx/tyler.html","date":"2016-06-25T10:27:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-26/segments/1466783393093.59/warc/CC-MAIN-20160624154953-00195-ip-10-164-35-72.ec2.internal.warc.gz","language_score":0.8870648145675659,"token_count":192,"dump":"CC-MAIN-2016-26","global_id":"webtext-fineweb__CC-MAIN-2016-26__0__15012850","lang":"en","text":"Warning Issue Date: 919 AM CDT FRI JUN 24 2016\nWarning Expiration: 919 AM CDT SAT JUN 25 2016\nThe flood warning continues for\nthe Sabine River Near Mineola, Texas.\n* until Monday afternoon...or until the warning is cancelled.\n* At 815 AM Friday The stage was 15.8 feet.\n* Minor flooding is occurring and minor flooding is forecast.\n* Flood stage is 14 feet.\n* Forecast...The river will continue to fall to below flood stage by\nSunday before midnight.\n* Impact...at 16.0 feet...Expect flooding of low river bottoms with\nsecondary roadways along with picnic and recreational areas\nbecoming inundated as well. Ranchers should move cattle and\nequipment to higher ground.\nLAT...LON 3278 9574 3263 9535 3257 9535 3259 9550 3273 9574","domain":"hydraulic_engineering"}
{"url":"https://rangerwinslow.wordpress.com/2011/05/26/columbia-river-at-flood-stage-the-columbian/","date":"2018-06-21T01:06:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267863980.55/warc/CC-MAIN-20180621001211-20180621021211-00420.warc.gz","language_score":0.902586042881012,"token_count":87,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__2995613","lang":"en","text":"The mighty Columbia River hit flood stage at Vancouver this morning.\nNow, the level is at 16.13 feet. Flood stage is 16 feet.\nThe river is expected to rise to 16.6 feet by Saturday morning, according to the National Weather Service in Portland.\nExpect to see the Columbia high — above 16 feet — through Tuesday, the weather service predicts.\nColumbia River at flood stage | The Columbian","domain":"hydraulic_engineering"}
{"url":"https://www.allstoragesystems.com.au/product/electric-hydraulic-scissor-lifts/","date":"2021-09-18T20:39:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780056572.96/warc/CC-MAIN-20210918184640-20210918214640-00015.warc.gz","language_score":0.7060320377349854,"token_count":81,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__57320271","lang":"en","text":"The Electric Hydraulic Scissor Lift is available in 2 sizes small and large. The small has a lifting capacity of 350kg while the large has a lifting capacity of 500kg.\nHeight: 370mm-1300mm, 440mm-1250mm\nElectric Hydraulic Scissor LiftsSKU : 1494\n- Free consultation\n- Aus-wide shipping\n- Expert advice","domain":"hydraulic_engineering"}
{"url":"http://dbfdjf.vocationtravel.com/energy-environment/environmental-stewardship/snake-river-stewardship-program/bayha-island-research-project/","date":"2024-04-25T10:57:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712297292879.97/warc/CC-MAIN-20240425094819-20240425124819-00197.warc.gz","language_score":0.9397093653678894,"token_count":169,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__158658925","lang":"en","text":"In-stream projects are part of our larger Snake River Stewardship Program (SRSP) designed to improve water quality in the Snake River. Specifically, these projects narrow and deepen sections of the Snake River channel far upstream of the Hells Canyon Complex (HCC) by expanding seasonal floodplains adjacent to river islands. This increases water velocity and reduces heating by decreasing the surface area of the river during low summer flows.\nWe plant these expanded floodplains with native trees and shrubs such as willows, rabbitbrush, currants, native grasses and sedges to prevent erosion, provide shade and improve wetland habitat.\nOur second project was completed in the fall of 2021, and we anticipate many more over the coming decades.\nAn illustration of how this type of island project narrows the river channel is shown below.","domain":"hydraulic_engineering"}
{"url":"https://www.skanska.co.uk/about-skanska/news-and-events/press-releases/46147/SECOND-YORKSHIRE-SEWERAGE-JOB-FOR-KVAERNER","date":"2024-04-18T00:50:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817184.35/warc/CC-MAIN-20240417235906-20240418025906-00171.warc.gz","language_score":0.9553110599517822,"token_count":302,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__87715324","lang":"en","text":"Kvaerner Construction has been awarded a £2 million contract to lay 1.3 kilometres of sewers and a sewer overflow for Yorkshire Water. It is the second contract the company has won on the utility’s Ovenden and Illingworth main sewerage project.\nThe sewers, which will be between 750mm to 1,300mm in diameter, will be constructed in a steep-sided valley alongside the existing Ovenden Brook. They will be between one to five metres underground, buried in sandstone rock.\nA 22-metre by six-metre reinforced concrete combined sewer overflow, which is almost 4.5 metres deep, will also be built below an existing road which will be supported and closed throughout construction.\nA new two-metre wide tunnel and shaft will divert flows from existing sewers into the new overflow. Six existing overflows will be diverted into the main pipework and will eventually flow into a shaft and tunnel system Kvaerner Construction is also building as part of a £3.5 million contract it was awarded last year.\nThe latest contract is the sixth to be awarded to Kvaerner Construction under Yorkshire Water Services’ Preferred Contractor Framework Agreement. Work on both of the contracts is expected to be completed by December.\nFor further information contact:\nCheryl Eaton, PR Manager - 01923 423 030\nKris Birkett, Press Officer - 01923 423 833","domain":"hydraulic_engineering"}
{"url":"http://www.profield.gi/civil-engineering.php","date":"2017-04-24T01:31:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917118950.30/warc/CC-MAIN-20170423031158-00443-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.823703944683075,"token_count":129,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__287343223","lang":"en","text":"Park & Ride Facility Superstructure (GJBS)\nConstruction of the R.S. superstructure for a car park facility accommodating 1000 spaces.\nDudley Ward Tunnel, Rockfall Protection Works (Govt of Gib)\nMajor civil engineering works in the construction of a R.C Canopy, including retaining, major earthworks, construction of a new road and infrastructure.\nFoul drainage main diversion, Devils Tower Road (Taylor Woodrow (Gib) Ltd)\nDesign & Build contract for the diversion of the main pumped foul drainage main along a portion of Devils Tower Road to enable the construction Filomena House","domain":"hydraulic_engineering"}
{"url":"https://www.parakhrubber.com/uns-seals-2325565.html","date":"2023-09-23T18:23:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506528.19/warc/CC-MAIN-20230923162848-20230923192848-00483.warc.gz","language_score":0.9563078880310059,"token_count":130,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__257414178","lang":"en","text":"The UNS seal is a U-ring type seal of single acting action. This is highly suited for both rod as well as piston applications. The said sealing mechanism is perfect for sealing the hydraulic fluid. Offered seal can create the pressure, which is required for the working of hydraulic as well as pneumatic power systems. UNS seal allows for an optimized sealing effect. It is used in the mobile machinery, injection molding machinery, forklifts, lifting systems, agricultural machinery, hydraulic cylinders, forestry machinery, cranes, mining machinery, automobiles, etc. It boasts of excellent abrasion resistance as well as good wear resistance.","domain":"hydraulic_engineering"}
{"url":"https://nayaawaj.com/45602/water-released-from-eastern-canal-of-sikta/","date":"2023-12-09T19:16:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100942.92/warc/CC-MAIN-20231209170619-20231209200619-00373.warc.gz","language_score":0.9644676446914673,"token_count":316,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__142312387","lang":"en","text":"Nepalgunj, Apr. 3: Farmers have started to use the water released along the 39-km main eastern canal of the Sikta Irrigation Project. It is a national pride project.\nAccording to the project, water has been released for the farmers along the eastern canal daily from the main dam in Agaiya after its construction was completed recently.\nThe project had already completed the construction of the 42.25-km-long main western canal and its 5 subsidiary canals (Akalgharwa, Gohawa, Prasenipur, Pidari-branch and Sidhaniya-branch) and been releasing water for irrigation.\nBishal Yadav, senior divisional engineer of the project said that the constructions of the eastern main canal and its 6 auxiliary canals have been completed.\nWhile the project has now provided irrigation facility in 4,200 hectares of land through the eastern canal and 16,000 hectares of land through the western one, it plans to irrigate a total of 9,000 hectares and 33,766 hectares of land in the east and west respectively.\nThe contract of the eastern canal was awarded to Kalika-Kumar JV on August 25, 2017, under an investment of over Rs. 3 billion. According to Sujit Shrestha, director of the construction company, the construction of the Sikta Irrigation Project by constructing a dam on the Rapti River in Agaiya, Banke district was started from the fiscal year 2004/05.","domain":"hydraulic_engineering"}
{"url":"https://www.acenet.co.uk/news/industry/tender-opportunity-for-seawater-pumping-system-at-chile-mine/","date":"2022-05-19T21:20:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662530066.45/warc/CC-MAIN-20220519204127-20220519234127-00054.warc.gz","language_score":0.9342655539512634,"token_count":364,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__134175896","lang":"en","text":"Minera Centinela (Centinela), an Antofagasta Minerals Group mining operation in Chile located at 2,220 metres above sea level in the Atacama Desert, is about to launch an international tender process for the design, financing, construction, operation, and maintenance of a 144km seawater pumping system to supply its mining operations under a long-term BOOT-type contract. The project includes the transfer of its existing operating seawater infrastructure and the construction of a new pumping system next to the existing one.\nCentinela’s existing seawater infrastructure has a nominal capacity of 1,340 l/s. The awarded company will operate the current water system that supplies Centinela and the neighbouring operation of its affiliate Antucoya, overhaul this system and design, build, operate and maintain a new seawater pumping system with a nominal capacity of up to 1,150 l/s which will supply Centinela’s growth project “Desarrollo Minera Centinela” from 2025 onwards.\nAdditionally, the tender includes the transfer and construction of 110 kV transmission lines and ancillary electric infrastructure including power transformers, electrical control rooms and mobile equipment.\nCentinela is looking for a qualified third-party (company or a consortium) with considerable experience in the construction and operation of water systems which has the financial capacity to execute the project. The third party must deliver a reliable and economical supply of seawater to Centinela and Antucoya’s operations.\nThis tender will be led by ASSET Chile S.A. and is expected to be awarded in 2022. Prospective parties interested in this project should request additional information from ASSET Chile at email@example.com","domain":"hydraulic_engineering"}
{"url":"http://service.formulagel.life/save/8-Water-level-controller-using-arduino-to-control.html","date":"2018-03-20T10:05:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257647327.52/warc/CC-MAIN-20180320091830-20180320111830-00382.warc.gz","language_score":0.7385280132293701,"token_count":176,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__203316562","lang":"en","text":"Water level controller using arduino to control - Automatic Water Level Controller - Arduino Project Hub\nWater level controller using 8051An Please send me correct program for automatic water level control using Automatic Railway Gate Control Using Arduino.\nAutomatic Liquid Level Temperature Monitoring and Controlling using LabVIEW and Arduino DOI.\nWater level controller using microcontroller is used to control the water levels automatically in different systems such as water tanks, pumps, pools, etc.\nReservoir Water Level Indicator using UM66 Microcontroller organizing fuzzy logic controller for water level control of steam generators. Wu et al.\nThe program was developed in Arduino The Automatic Water Level Controller with SMS Automatic Water Level Controller with Short Messaging Service.\nWater Level Control Using LINX and Arduino. Monitor water levels using an ultrasonic sensor and control a pump using LINX and Arduino. This project represents the.","domain":"hydraulic_engineering"}
{"url":"http://www.tanamachine.com/Pressure-Reducing-Valve-pl518651.html","date":"2017-11-22T03:21:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-47/segments/1510934806455.2/warc/CC-MAIN-20171122031440-20171122051440-00779.warc.gz","language_score":0.8208694458007812,"token_count":138,"dump":"CC-MAIN-2017-47","global_id":"webtext-fineweb__CC-MAIN-2017-47__0__25648998","lang":"en","text":"Pressure reducing valve the new type pilot extra-huge membrane pressure reducing valve developed by our company. It is greatly improved on basis of normal pressure reducing valve. The membrane use new material, enlarging the working area, so the slight change of upper pressure or lower pressure can be fed back to membrane of main valve, and adjust the opening of main valve to ensure the constant pressure of lower stream pressure.Pilot Pressure Reduce Valve can realize the temperature control, upsteam pressure control, remote switch control. Super high sensitivity guide type diaphragm actuator provide a super high sensitivity regulate and flow control.\nFor urgent matters,TANA after sales service is active 24 hours a day","domain":"hydraulic_engineering"}
{"url":"https://www.engineersrail.com/pumped-storage-power-plants-in-india/","date":"2022-06-26T02:50:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103036363.5/warc/CC-MAIN-20220626010644-20220626040644-00686.warc.gz","language_score":0.9440910816192627,"token_count":1784,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__8501288","lang":"en","text":"Are you searching to know about Pumped storage power plants in India?\nThen you landed in the right place. Here you will know the list of pumped storage power plants in India from scratch to end.\nSo, Come with me and I will take you on the knowledgeable journey with Engineers Rail.\nFirst, Let’s know How a Pumped storage power plant works.\nHow Pumped Storage Power Plant Works?\nPumped storage hydropower plants are peak load power plants, Here peak load plants are those types of plants that supply electricity during peak hours load during.\nA pumped storage power plant is made of two types of the reservoir-\n- Upper water reservoir\n- Lower Water reservoir\nDuring the peak hours of load, The water from the upper water reservoir travels down the power plant which is situated at the lower base of the hill.\nIn these power plants, there is the reversible turbine, which generates the electricity during the peak hour load duration and during the off-peak hour or during baseload, This reversible turbine works as a Pump motor.\nAfter generating electricity, used water goes to the lower water reservoir, where again water is pumped back to the upper water reservoir during baseload and further this cycle is continued.\nNow, Let’s move to the mainstream of the article, where you will know about the pumped storage power plant in India.\nSo, Let’s get started…\nHere are in India pumped storage power plant-\n- Sardar Sarovar Dam\n- Tehri Dam\n- Purlia Dam\n- Srisailam Dam\n- Nagarjuna Sagar Dam\n- Kadamparai Dam\n- Kadana Dam\n- Ghatgar Dam\n- Bhira Dam\n- Poithan(Jayakwadi Dam)\nSardar Sarovar Dam- 1450MW\nBuilt on the Narmada river, Sardar Sarovar Dam is a pumped-storage power plant with a total electricity generation capacity of 1450MW, Located in Navagam, Gujrat.\nThis dam has a length of 1210meter with 163meter of height.\nIt has the biggest lined irrigation canal in the world with a length of 458KM which even reaches in Gujrat-Rajsthan Border.\nIt provides irrigation to 18.5 lakh hectares of land in Gujrat which is 12 times the size of Delhi.\nThe length of the reservoir is 214KM and the average width is 1.7KM. The area covered by the reservoir is 37000 hectares which are 1/4 the size of Delhi.\nThe estimated cost of the whole project is around 4000 crore in 2010-2011.\nTehri Dam – 2400MW\nTehri Dam is India’s biggest hydropower plant in India with a limit of 2400MW situated in Tehri, Uttarakhand on the Bhagirathi waterway. This dam is known as India’s tallest Dam run by THDC India Limited.\nTehri Dam is a 3 phase dam with a stature of 260.5 Meters, Length 592 Meters, and top width of 25.5 Meters. Tehri Dam covers 42km2 of the area.`\nTehri Dam is Asia’s tallest and the World’s fourth Tallest Dam with 260.5 Meters of Height.\nTehri Dam is World’s eighth tallest Dam according to general positioning. The authorized name of Tehri Dam is Swami Ramtirtha Sagar.\nMurguma Dam- 900MW\nMurguma Dam is situated on the Saharajhore River near Murguma village in Purulia district. This dam is also known as Purulia Dam.\nThis dam comes under Purulia pumped storage project(PPSP) with a total electricity generation capacity of 900MW with reversible turbines of 225MW each.\nSrisailam Dam- 1670MW\nSrisailam Dam is a pumped storage dam with an electricity generation capacity of 1670MW.\nThis Dam is known to be the second-largest hydroelectric power plant with 512 meters long, 145 meters in height and 12 radial crest gates and with 616 square meters long reservoir.\nNagarjuna Sagar Dam- 816MW\nInaugurated by then prime minister Pandit Jawahar Lal Nehru in 1955, Nagarjuna Sagar Dam was jointly operated by Andhra Pradesh and Telangana.\nNagarjuna Sagar Dam has a total power generation capacity of 816MW.\nThis dam is located in Nalgonda District in Telangana and Guntur District in Andhra Pradesh. This dam is the world’s longest and tallest masonry dam, Known as India Pride.\nKadampari Dam- 400MW\nConstructed on the Kadampari river, Kadampari Dam is the pride of Coimbatore, Tamil Nadu.\nThis is the pumped storage power plant with a total electricity generation capacity of 400MW. The power plant is owned by the Tamil Nadu Electricity Board (TNEB) under the State Government of Tamil Nadu.\nKadana Dam- 240MW\nKadana Dam is a pumped-storage hydroelectric plant Located in Mahisagar district of Gujrat, constructed on Mahi river with a construction cost of 20Billion rupees and further opened in 1989.\nThis dam has a total power generation capacity of 240MW. The purpose of this dam is mainly for power generation, Irrigation and water storage.\nThis Kadana Dam is owned by NWRWS, the Government of Gujrat. It has 66meter of height with 575meter of length.\nThis is a two-stage power plant. Here is some information regarding the same-\n|Stages||No. of Unit||Capacity|\nGhatghar Dam- 250MW\nGhatghar dam is the pumped storage power plant impound on the Pravara and Shahi Nalla river in Ghatghar village of Ahmednagar district, Maharastra.\nThis was built to generate power with a total power generation capacity of 250MW with two units of reversible Francis turbine.\nThe construction of the Ghatghar dam was begun in 1995 and further opened in 2006.\nThis dam is a Gravity type dam with a lower height of 86meter and an upper height of 15m and length of the upper area is 503meter and the lower length of this dam is 447meter and here power station of this dam is located between the upper and lower reservoir.\nBhira Dam- 300MW\nThe dam was built by the Tata power company in 1927 to generate power using a pumped-storage power generation system.\nThis dam is located in Bhira, the Indian state of Maharastra, 150Kilometer away from the financial capital of India- Mumbai. This dam is India’s second-best performing dam with the total capacity of Bhira Dam being 300MW.\nThis dam is also known as Tata powerhouse Dam. This dam helps to supply water for irrigation as well as tourism activities like rafting.\nJayakwadi Dam- 12MW\nJayakwadi dam impounds on the Godavari river and is located in Jayakwadi village of Aurangabad, Maharastra.\nThe construction of the dam began in 1965 and opened in 1976 with a construction cost of 4700Cr. under the ownership of the Government of Maharastra.\nFurther inauguration of the dam is done by then prime minister Indira Gandi under the supervision of Chief project engineer Mr AAA Siddiqui.\nThe height of this dam is 41.30m with a length of 9998meter with a total power generation capacity of 12MW.\nWater is mainly used to supply drinking water and Irrigation water to nearby lands and further for Industrial use.\nThis was Top 10 Pumped Storage Power Plants in India. I hope you liked spending time here and gained some value in return. If so, share to your friends and colleagues or student to spread the knowledge.\nThank you for being with me. I hope to see you in the next session.\nAbhishek Tiwary is a blogger by passion and a Quality Engineer by profession. He has completed his B.Tech degree in the year of 2017. Now working in a reputed firm and He loves to share his knowledge with others.","domain":"hydraulic_engineering"}
{"url":"http://chly.ca/press-release-new-reservoir-no-1-energy-recovery-project-set-to-begin-city-of-nanaimo/","date":"2013-05-22T07:13:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368701459211/warc/CC-MAIN-20130516105059-00047-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9274298548698425,"token_count":276,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__20649316","lang":"en","text":"Aug 17 2012\nNew Reservoir No.1 & Energy Recovery Project Set to Begin\nFor Immediate Release\n17 AUGUST 2012 - The City of Nanaimo will be replacing the old open-air Reservoir No.1 with a new enclosed reservoir and energy recovery facility in the Colliery Dam Park area. The total cost of the project is budgeted at $11.2 million, including $7.8 million through the federal Gas Tax Fund which is administered by the Union of British Columbia Municipalities (UBCM). The balance will be funded from City water reserves.\nPhase one of construction will begin in late August 2012 and is scheduled to be complete by the end of 2012. Phase one will include the installation of a new pipeline and clearing of trees at the reservoir site. The second phase includes the construction of the new reservoir and energy recovery facility and is scheduled to be completed in the spring of 2014. The new concrete reservoir will be located adjacent to Nanaimo Lakes Rd, just north (east) of the Nanaimo Parkway.\nBenefits of the project include:\nFor an overview of the project please see the attached project backgrounder and location plan. For more information about the project please contact Bill Sims, Manager, Water Resources, firstname.lastname@example.org or phone 250-756-5302.","domain":"hydraulic_engineering"}
{"url":"http://www.jaegerbau.com/en/underground-construction/hydroelectric-power-plants/projects-under-construction/samina-pumped-storage-scheme/","date":"2013-06-19T08:11:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368708144156/warc/CC-MAIN-20130516124224-00091-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9109233021736145,"token_count":240,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__45107891","lang":"en","text":"Data and facts\n- Project name:\n- Samina pumped storage scheme, Liechtenstein\n- Liechtensteinische Kraftwerke\n- Contract value:\n- 5.9 million EUR (as a part of a consortium)\n- Construction period:\n- 2011 - 2013\n- Meisterbau - JÄGER - Hilti\nSamina pumped storage scheme\nJäger Bau GmbH has been awarded with the construction of a storage cavern for the existing hydro power plant \"Samina\" in the city of Vaduz (Principality of Liechtenstein) in 2009. This small power station will be converted to a pumped storage hydro power plant. The start of construction has been delayed remarkably due to extensive environmental compatibility assessments resulting in a commencement of the site installation in October 2011 only.\nThe excavation of the storage cavern (50.000 m³) has been done by drill & blast method. The adit is right next to the existing head race tunnel requiring utmost caution during the initial blasts. Further special attention had to been taken to a preferably low noise level execution since the site is located within a residential area.","domain":"hydraulic_engineering"}
{"url":"https://the-journal.com/articles/155425-haviland-lake-repair-project-postponed","date":"2020-10-01T08:27:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600402124756.81/warc/CC-MAIN-20201001062039-20201001092039-00136.warc.gz","language_score":0.9672271013259888,"token_count":140,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__236668676","lang":"en","text":"A project to repair the outlet structure of the dam at Haviland Lake has been postponed. The project, which was supposed to start after Labor Day, will be rescheduled for September 2020.\nThe lake, 20 miles north of Durango, is open for recreation and it will be stocked with rainbow trout next spring.\nWhen the outlet structure area was being inspected in September, state Park and Wildlife officials found a mechanical device used to raise the outlet gate needed to be repaired before the water level of the lake could be lowered safely. That repair will be made later this month.\nThe dam structure is owned by Parks and Wildlife and the reservoir is part of Haviland Lake State Wildlife Area.","domain":"hydraulic_engineering"}
{"url":"https://m.gtconline.co.in/centrifugal-self-priming-water-pump-7138573.html","date":"2023-06-06T16:16:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224652959.43/warc/CC-MAIN-20230606150510-20230606180510-00715.warc.gz","language_score":0.8795718550682068,"token_count":161,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__3539748","lang":"en","text":"Centrifugal Self Priming Water Pump\nBeing the topmost organization, we are presenting a large series of the best quality Centrifugal Self Priming Pumps. These V type domestic water pumps are designed with 1/2 horse power for pumping water at high speed. Comes under brand name of BPSP1, Centrifugal Self Priming Pumps are made from fully powder coated metal body, high quality speed capacitor, copper wire winding motor, smooth running wall bearings, and high insulation power cable/wire with developed engineering technology to guarantee its outstanding pumping performance and efficiency.\nDr. Baba Saheb Ambedkar Chowk,, Beed, Maharashtra, 431122, India","domain":"hydraulic_engineering"}
{"url":"https://water4all2022-submission.mur.gov.it/application/?app_id=2227","date":"2023-03-30T11:15:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296949181.44/warc/CC-MAIN-20230330101355-20230330131355-00706.warc.gz","language_score":0.8776568174362183,"token_count":479,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__120247644","lang":"en","text":"|Prediction of Instantaneous Peak Streamflow using IF-DNN, Performing Connectivity Analysis with PTE|\n|Civil Engineering/ Hydrology|\n|water, drought, rainfall, runoff, sediment|\n|data supplier about hydrology and meteorology,hidrologists|\n|In the proposed project, it is aimed to perform a high-performance estimation of the river flow general data and the peak flows that occur in the river flow and are very difficult to predict.\nFor this purpose, it is aimed to develop a method using deep neural networks based on multiple data, including parameters that have not been used before in the literature. In addition, it is aimed to increase the estimation performance by analyzing the sudden peaks in the data with the sudden frequency change by using the Instantaneous Frequency (IF) features, VMD, LMD and Hilbert-Huang methods, which use the decomposition method according to the instantaneous frequency characteristics of the data, which has not been used in the literature before, in the estimation of daily river flow data.\nIn the estimation of the peak flows, not only the past flow data of the predicted river is used, but also the flow data of the side rivers feeding this river, the lake level data where the river flows, and the meteorological precipitation, temperature, humidity, evaporation and wind speed data are also aimed to be used in the estimation study.\nIn the project study, which is planned to be realized, studies will be carried out to define, characterize and determine the amount of inter-regional connectivity of the river flow in different regions depending on multiple parameters. The Phase Transfer Entropy (PTE) approach will be used to show the connectivity of the interregional river flow relationship.|\n|In this project, a powerful prediction method will be created using advanced signal processing methods and Deep Neural Networks (DNN). Thanks to the model to be developed, a preliminary study will be put forward for the prediction of hydro-meteorological data together with the precise estimation of extreme situations.|","domain":"hydraulic_engineering"}
{"url":"https://www.hassanallam.com/building-materials/group-profile/reinforced-concrete-pipes","date":"2023-06-06T17:15:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224652959.43/warc/CC-MAIN-20230606150510-20230606180510-00613.warc.gz","language_score":0.9343327879905701,"token_count":76,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__298021495","lang":"en","text":"We design and manufacture reinforced concrete pipes and pre-stressed concrete cylinder pipes. These are mainly used for water transmission pipelines and wastewater force mains applications. Our products can be supplied to any site in North Africa.\nWe operate from two plants in Egypt. We have an annual production capacity of 86 km of concrete piping that ranges from 700 to 3,000 mm in diameter.","domain":"hydraulic_engineering"}
{"url":"http://gunnedah.nsw.gov.au/index.php/council/better-infrastructure/major-projects/item/1370-apex-road-reservoir","date":"2018-06-24T11:18:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267866932.69/warc/CC-MAIN-20180624102433-20180624122433-00380.warc.gz","language_score":0.9671745896339417,"token_count":189,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__138221691","lang":"en","text":"Construction of a four megalitre reservoir to be built off Apex Road adjacent to the existing reservoir in Bottlebrush Park is set to begin, with the contractor, Hornicks Constructions, securing the site from January 29. The new reservoir is required to address water security and to cater for the predicted population growth within the town of Gunnedah. The project cost is $2.5 million and will be fully-funded by Council. The project involves the construction of a concrete reservoir, which will be approximately 27.5 metres in diameter and approximately eight metres high. The reservoir has been designed to have the same roof level as the existing reservoir and will incorporate aesthetic improvements, including white roof sheeting to reduce glare to surrounding residences. The project is expected to take 36 weeks. Working hours will be undertaken between 7:00am and 6:00pm, Monday to Friday and between 8:00am and 1:00pm on Saturdays.","domain":"hydraulic_engineering"}
{"url":"https://www.eu-roadmap.nl/processing-machinery-diesel-c5","date":"2021-11-30T03:39:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964358903.73/warc/CC-MAIN-20211130015517-20211130045517-00309.warc.gz","language_score":0.9301878809928894,"token_count":502,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__98754672","lang":"en","text":"Diesel concrete mixer pump-Xiangtan Huaxing Material Co., Ltd\nDiesel concrete mixer pump. Combined by the concrete pump and the mixer together,. Better mixing quality and delivery pressure, higher pumping pressure with excellent continuity. Mixer and pump in one machine. Transfer concrete through pipeline. It is fast and safe.\nConcrete mixer pump is a new kind of engineering equipment of the combination of concrete mixer and concrete pump. It uses dual-cylinder hydraulic pumping system, small size and operating space and large concrete pouring and excellent characteristics of the mature and stable performance.\nDiesel Type Concrete Mixer Pump - Aimix Concrete Batching Plant\nDiesel Type Concrete Mixer Pump Aimix diesel concrete mixer pump made a change on power compared with electric type, and especially suitable for areas where there is short of power. It realizes mixing and pumping into one, simple to operate, easy to move, and stable performance.\nDiesel concrete trailer pump is a machine used for transferring liquid concrete by pumping. The pump works by one piston drawing liquid concrete into a cylinder from a hopper while the other one simultaneously pushes its concrete out into the discharge pipes.\nConcrete mixer pump is combines the concrete mixer and concrete pump together, achieving integration of pump station. It is most suitable for the houses and commercial buildings under 30 floors, small bridges, water conservancy, power and communication for which the sites are scattered and on-site mixing is required.\nXINYU Machinery could manufacture all kinds of concrete pumps such as small models with capacity 20,25, 30,40m3/h, medium models with capacity 40, 50m3/h, large models with capacity 60, 803/h. All the models could be driven by electric motor or diesel engine.\nDiesel Concrete Pump - Diesel Concrete Mixer With Pump - in ...\nDiesel concrete pump as the name suggests, is a diesel engine concrete pump. It refers to the concrete pumps with diesel consumption. Diesel concrete pumps have much wider application when compared to electric concrete pumps since it can work without the restriction of electricity supply.\nThe concrete mixer with pump is an advanced equipment combined with concrete mixing system and concrete pumping system. It is more convenient for the customers. The DHBT15 equipped with WEICHAI engine, KAWASAKI main oil pump. The client is the new client to us, it is the first time to contact with our company.","domain":"hydraulic_engineering"}
{"url":"https://www.jcwatersewer.com/project-ridgeland-sewage-treatment-plant-replacement/","date":"2021-04-16T10:10:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618038056325.1/warc/CC-MAIN-20210416100222-20210416130222-00155.warc.gz","language_score":0.9060186743736267,"token_count":119,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__220842301","lang":"en","text":"Ridgeland Sewage Treatment Plant Replacement Project\nRidgeland, Island Creek Township\nDesign work on the replacement sewage treatment plant for the Ridgeland Subdivision was completed in October of 2019. The project revolves around the construction of a new extended aeration precast concrete sewage treatment plant, rated for 20,000 gallon per day of sewage. The plant will be built adjacent to the existing outdated plant, within that same property parcel. The estimated cost of the project is around $1.5 million dollars. The District is working on securing funding and preparing the project for bidding.","domain":"hydraulic_engineering"}
{"url":"https://ghlatest.net/2022/11/03/us993-m-pwalugu-dam-facing-financial-challenges-bawumia/","date":"2023-09-24T09:23:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506632.31/warc/CC-MAIN-20230924091344-20230924121344-00620.warc.gz","language_score":0.9392092823982239,"token_count":274,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__273933407","lang":"en","text":"Vice President, Dr. Mahamudu Bawumia, has admitted that the long delay in the construction of the Pwalugu Multipurpose dam project is as a result of financial constraints.\nSpeaking at the launch of the Northern Development Authority’s five-year strategic plan in Tamale, Dr. Bawumia said government will look for funds to construct the dam.\n“Even though the project is facing financial challenges, we are determined to find the resources to complete the construction of the dam.”\nSod was cut for the construction of the Pwalugu Multipurpose dam project in 2020 and was to be funded with a Sydohydro facility of $993 million.\nThe project awarded to China Power International group was scheduled for completion four years after the sod cutting.\nThe project was aimed at addressing the perennial flooding associated with the spillage of the Bagre dam from neighbouring Burkina-Faso and also providing 60MW and 50MW of hydro and solar electricity respectively.\nBut physical construction of the project at Kurugu in the North East Region is yet to commence after two years and ten months into the project execution period.\nLast week, peasant farmers in the Northern part of the country demonstrated over the delay in the construction of the dam.","domain":"hydraulic_engineering"}
{"url":"https://constructive.net.au/latest-news/upgrade-on-qld-dam-to-commence-soon/","date":"2019-07-19T01:38:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195525973.56/warc/CC-MAIN-20190719012046-20190719034046-00549.warc.gz","language_score":0.9507371783256531,"token_count":149,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__158495973","lang":"en","text":"Upgrade on QLD dam to commence soon\nBy Emma Corke on 07 February 2019\nSunshine Coast’s key drinking water dams will soon undergo major changes as part of a $20 million upgrade including Ewen Maddock Dam, as part of Seqwater’s Dam improvement program.\nIncluded in the works are raising and extending the existing embankment walls and strengthening the existing spillway to improve safety for the downstream community, expected to take up to 18 months to complete. And to make the upgrade works possible, the lake’s water will be lowered of its full level.\nThe upgrade aims to improve safety to continue operating well into the future and bring the dam in line with modern engineering design standards.","domain":"hydraulic_engineering"}
{"url":"https://www.hartvoorkindercoaching.nl/6136/electric-motor-diesel-engine/","date":"2021-06-25T06:18:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623487622113.11/warc/CC-MAIN-20210625054501-20210625084501-00123.warc.gz","language_score":0.8803921937942505,"token_count":717,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__10136753","lang":"en","text":"Electric Motor Diesel Engine Hydraulic Trailer Concrete Pump\nTrailer Concrete Pump - Perfect Pumping Machine With ...\nHot-sale Models Of Trailer Concrete Pump. According to the engine, Aimix trailer concrete pumps for sale can be divided into two types: diesel concrete pump and electric concrete pump. The hot-sale models are as follows:Learn More\nConcrete Pump Trailer - Concrete Pump, Concrete Mixer Pump\nour concrete trailer pump is equipped with advanced hydraulic system which can be powered by diesel engine or electric motor for your selection. It features energy saving, large flow, wider adaptability, high efficiency, good wear resistance and easy to operate, it is widely used for concrete pumping in housing building, elevated road, bridge ...Learn More\nElectric Motor Diesel Engine Hydraulic Trailer Concrete Pump - Video Results\nMore Electric Motor Diesel Engine Hydraulic Trailer Concrete Pump videosLearn More\nDiesel Concrete Trailer Pump\nconcrete pumps such as small models with capacity 20,25, 30,40m3/h, medium models with capacity 40, 50m3/h, large models with capacity 60, 803/h. All the models could be driven by electric motor or diesel engine.Learn More\nSmall Hydraulic Trailer Concrete Pump With Electric Motor ...\nSmall Hydraulic Trailer Concrete Pump With Electric Motor , Find Complete Details about Small Hydraulic Trailer Concrete Pump With Electric Motor,Concrete Pump With Electric Motor,Hydraulic Trailer Concrete Pump,Small Concrete Pump from Supplier or Manufacturer-Qingdao Xinxing Construction Machinery Co., Ltd.Learn More\nDiesel Concrete Pump,Diesel Trailer Concrete Pump\nDiesel concrete pump is used widely in the high-rise building construction, roads, bridges, water conservancy etc. It is specially powered by diesel engine, which makes it very suitable for concrete pumping under no-electricity circumstances. The key components of diesel engine concrete pump are hydraulic pump and hydraulic valve.Learn More\nDiesel Concrete Pump - Concrete Pump with Diesel Engine\nMain Systems and Working Principle. Concrete pump with diesel engine includes mechanical system, cooling system, lubrication system and so on. 1.The mechanical system consists of pumping system, main power system, hydraulic oil tank, chassis frame body, the axle and guide wheels.Learn More\nMobile Concrete Pump - High Efficiency and Portable Movement\nMobile concrete mixer with pump is used to mix and pump concrete efficiently. There are two types mobile concrete mixer with pumps: diesel engine type and electric motor type. While trailer type only can pump concrete but cannot produce concrete. Samely, it also has diesel type and electric type. So how to choose a right machine?Learn More\nConcrete Pump - AIMIX Electric And Diesel Concrete Pumps for Sale\nThe difference between electric and diesel concrete pump: Electric pump: simple structure, reliable performance, low operating cost; Diesel pump: suitable for job sites where the electric power is unavailable or difficult to obtain. Diesel pump is more expensive than an electric one as it is built with diesel engine and other accessories ...Learn More\nDiesel and Electric Concrete Pump for Sale - Various Engines ...\nMain features of Electric and Diesel Concrete Pump Electric Concrete Pump: 1. Reliable performance: adopting Italian hydraulic drive with reverse impact reduction. S valve is more easier to control and maintain. 2. Complete electric ready mix concrete pump machine can be taken apart into two, easy to transport and install in mining construction ...Learn More","domain":"hydraulic_engineering"}
{"url":"https://eng.latestbdnews.com/ganges-basin-swelling-up-brahmaputra-remains-stable/","date":"2022-08-09T04:55:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570901.18/warc/CC-MAIN-20220809033952-20220809063952-00654.warc.gz","language_score":0.9480075240135193,"token_count":863,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__80947776","lang":"en","text":"The flood situation in the Ganges basin worsened further as the water level of the rivers in the region continues to rise due to heavy downpour and onrush of water coming from upstream.\nA rising trend of water levels in Pankha, Rajshahi, Hardinge Bridge and Talbaria Goalunda points was recorded in the last 24 hours ending 9 am today, Superintendent Engineer of Bangladesh Water Development Board (BWDB) Mukhlesur Rahman told BSS.\nThe water level of the Ganges River increased by 14 centimetres at Pankha point in Chapainawabganj, while 10 cm at Rajshahi point, five cm at Hardinge Bridge point and 12 cm at Talbaria point.\nThe water level of the Padma River went up by five cm at Goalunda, Bhagyakul and Mawa points, according to the BWDB data.\nBut, Mukhlesur said, the Ganges River was flowing 183 cm and 171 cm below the danger level at Rajshahi and Pankha points, while 21 cm above the danger mark at Talbaria point this morning.\nBesides, the water levels of the Korotoa River and the Jamuna River flowing through Bogura and Sirajganj districts were on the rise, worsening flood situation in the two districts.\nArifuzzaman Bhuiyan, executive engineer of Flood Forecasting and Warning Centre (FFWC), said the water level in the Korotoa River increased by five cm at Bogura point.\nHe said the Jamuna River water rose by two cm at Sariakandi in Bogura, six cm at Kajipur in Sirajgonj and five cm at Sirajganj point, and the river was flowing 119 cm, 100 cm and 88 cm above the danger mark at Sariakandi, Kazipur and Sirajganj points respectively this morning.\nThe water level of Gur River increased by three cm at Shingra point in Natore and the river was flowing 93 cm above the danger mark. The Atrai River was flowing 106 cm above the danger level at Baghabari point in Sirajganj district with four cm further rise.\nWater level in the Mohananda River also went up by five cm at Rohanpur and seven cm at Chapainawabganj.\nOf the 14 river points monitored in Rajshahi division, water levels increased at 11 stations, while decreased at two stations and remained stable at one point.\nThe flood situation remained mostly stable in eight northern districts with further fall of river water in the Brahmaputra basin during the last 24 hours ending at 9 am today, BSS Rangpur correspondent reports.\nWater levels of major rivers in the basin marked fall during the period with a possibility of improvement of the flood situation in the next 48 to 72 hours, according to the FFWC.\nBut, the major rivers in the basin are still flowing above the danger mark at 10 points in Kurigram, Gaibandha, Jamalpur, Bogura and Sirajganj districts at 9 am today.\nWater levels of the Brahmaputra decreased by 7 cm at Noonkhawa point and 5 cm at Chilmari, and it was flowing 58 cm above the danger level at these points.\nThe water level of Dharla River marked fall by 18 cm at Kurigram and Ghaghot River went up by one cm at Gaibandha as the rivers were flowing above the danger levels at these points.\nThe Jamuna River water was flowing 104 cm above the danger level at Fulchhari point, 112 cm above at Bahadurabad point, 119 cm above at Sariakandi point, 100 cm above at Kazipur and 88 cm above at Sirajganj points at 9 am today.\nBWDB chief engineer for Rangpur Zone Jyoti Prosad Ghosh said all flood control embankments and structures remain safe and riverbank protection works continue at some vulnerable points to check erosion in the zone.\nHe predicted a stable flood situation in the next 24 hours with probability of improvement of the situation during the next 48 to 72 hours in the basin.","domain":"hydraulic_engineering"}
{"url":"https://buildingindustryhawaii.com/2022/12/project-update-fy19-mcon-p-169-water-transmission-line/","date":"2024-04-22T16:52:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818312.80/warc/CC-MAIN-20240422144517-20240422174517-00776.warc.gz","language_score":0.926257848739624,"token_count":156,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__198168674","lang":"en","text":"Hawaiian Dredging Construction Co. Inc.’s P-169 project involves installation of a 42-inch potable water transmission main and extends from Waihona Street along Kamehameha Highway. “All construction and AC (asphalt concrete) paving work has been completed on the project,” says Len Dempsey, Hawaiian Dredging vice president, Heavy Division. “Hawaiian Dredging is working with Naval Facilities Engineering Systems Command to connect the new 42-inch water transmission line to the Navy’s water system. Work is expected to be completed in the second half of 2023.” Construction started on Aug. 12, 2019.\nProject Update: FY19 MCON P-169 Water Transmission Line","domain":"hydraulic_engineering"}
{"url":"https://www.corecommunique.com/andritz-supply-pump-turbines-worlds-largest-pumped-storage-power-station/","date":"2024-04-15T03:56:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816939.51/warc/CC-MAIN-20240415014252-20240415044252-00490.warc.gz","language_score":0.9253265857696533,"token_count":244,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__59609975","lang":"en","text":"Graz/Vienna, September 4, 2017. International technology group ANDRITZ has received a contract from the state-owned Chinese energy utility company Fengning Pump Storage Co. Ltd., State Grid Xinyuan Co. Ltd. to supply two variable speed pump turbines for the new Fengning pumped storage power plant in Hebei Province, China. The contract value amounts to just under 70 million euros, and completion of the project is scheduled for 2021.\nThe ANDRITZ scope of supply includes two pump turbine motor generator units with variable speed and a nominal capacity of 330 MVA in generator mode and of 345 MVA in pump mode. Additionally, AC-excitation, governor, as well as protection and computer control systems will be supplied.\nThe Fengning pumped storage plant will be the world’s largest pumped storage power plant, equipped with 12 x 300 MW pump turbine units in one cavern. The two variable speed units will be supplied by ANDRITZ.\nFor ANDRITZ, this order means a re-entry into the rapidly growing Chinese pumped storage market; it is also the first order to be awarded worldwide for supply of variable speed pump turbine units to China.","domain":"hydraulic_engineering"}
{"url":"https://backyardbend.com/tag/boating/","date":"2023-04-01T07:58:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296949701.56/warc/CC-MAIN-20230401063607-20230401093607-00244.warc.gz","language_score":0.9569463729858398,"token_count":183,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__170543170","lang":"en","text":"Prineville Reservoir hits lowest level in more than 20 years\nPrineville Reservoir is seeing its lowest levels in over 20 years. Learn more here.\nPRINEVILLE, Ore. (KTVZ) — The water level at the Prineville Reservoir has slowly been getting lower and lower.\nThis year, the reservoir has hit its lowest water level since the 1990s, at 18% of capacity, according to Prineville Reservoir State Park Manager Chris Gerdes.\nWhile the reservoir’s water level fluctuates through the years, it has stayed low the last few years.\n“It happens periodically,” Gerdes told NewsChannel 21 Tuesday. “Any time that the reservoir gets below 30%, that’s where issues happen.”\nThe reservoir is at 26% now, with the only visitors being a dozen or…","domain":"hydraulic_engineering"}
{"url":"https://www.centraloceans.com/cementing-the-future/","date":"2024-03-01T14:23:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475311.93/warc/CC-MAIN-20240301125520-20240301155520-00348.warc.gz","language_score":0.94626384973526,"token_count":149,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__139700798","lang":"en","text":"Cementing the future\nLast week, the team in Hong Kong assisted on the discharge midstream and delivery to site of a large consignment of cement pipes by way of a geared coastal vessel. The operation for the shipment was conducted smoothly and cargoes are meantime in the process of being used for the water cooling tunnels we reported on earlier (water cooling tunnels for Hong Kong).\nOnce assembled on site, the pipes will be part of a project that will prepare for the delivery of a new cooling water intake and discharge facility at a power station. The works will include a new pumping station, underground cooling water pipelines, a maintenance shaft and the construction of a turbine hall that will be used to house the power generation equipment and associated facilities.","domain":"hydraulic_engineering"}
{"url":"https://blueskieschina.com/2007/03/02/three-gorges-output-to-rise-23-in-2007/","date":"2020-12-01T11:19:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141674082.61/warc/CC-MAIN-20201201104718-20201201134718-00674.warc.gz","language_score":0.9302688837051392,"token_count":268,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__47494405","lang":"en","text":"YICHANG, March 2 — The Three Gorges power plant and the downstream Gezhouba power plant on China’s Yangtze River plan to generate 78.6 billion kWh of electricity in 2007, up 23% on the previous year, according to Xinhua.\nThe raised water level in the Three Gorges Reservoir and new generators planned for 2007 will ensure fulfillment of the target, said Cao Guangjing, deputy general manager of China Three Gorges Project Corporation, which manages the two power plants.\nThe water level in the Three Gorges Reservoir rose to the 156m mark in October and is expected to reach 175m in 2008.\nThree to four gigantic turbo-generators each with an installed capacity of 700MW will go into operation this year. Currently, 14 such generators are operating at full capacity.\nFifteen provinces in central, eastern and southern China use electricity produced by the two power plants,which are both based in Yichang, Hubei province, 38km apart.\nLaunched in 1993 and built at an estimated cost of RMB180 billion yuan (US$23 billion), the Three Gorges Project will eventually have 26 generators with a combined generating capacity of 18.2GW and be able to generate 84.7 billion kWh of electricity annually.","domain":"hydraulic_engineering"}
{"url":"http://uvhomeworkencr.carolinadigital.us/hydroelectric-power-station-design-a-thesis.html","date":"2018-07-20T16:26:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676591718.31/warc/CC-MAIN-20180720154756-20180720174756-00399.warc.gz","language_score":0.8923654556274414,"token_count":504,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__103781828","lang":"en","text":"Hydroelectric power station design a thesis hours: m-f: 10am-6pm, sat: 10am-4pm, closed sundays about 1,500 bolts of 100 cotton material perfect for making quilts. This thesis entitled: pumped hydroelectric energy storage and spatial diversity power and capacity overnight capital cost per mw of phes plant max rated size. Number of large scale wind power additions to the grid in this thesis plant can effectively balance the wind power variation pumped hydroelectric. Hydro-electric power station design a thesis [h ralph badger, roy g grant, harold w nichols] on amazoncom free shipping on qualifying offers this is a pre. Simulation model of hydro power plant using matlab/simulink the terms for the physical design of the plant describe the water starting time constant for.\nHydroelectric power station design a thesis rex research (established 1982) collects and disseminates reports about science, inventions, technologies, experiments, and. « hydroelectric power plants » the head for the power station approaches the created through proper design and arrangement in keeping with the above. Thesis: hydroelectricity generation where the harnessing of this form of energy occurs is at hydro electric power plants next post thesis: history of hydro.\nHydroelectric power has played an important part in the development of this nation's efficiency of today's hydroelectric plant is about 90 percent. Thesis (bs) --armour institute dear internet archive supporter design of proposed hydro-electric power plant at box canyon, idaho item preview remove-circle.\nUnited states hydroelectric power pros and cons hydroelectric dams in central ohio, introduction to hydroelectric power station, hydroelectric turbine manufacturers. 1) les accords 7ème de dominante 2) les accords majeurs 7 ouverts 3) transposition des accords 7 ouverts 4)tout les types d'accords 7 barrés. In this thesis, some solutions that could help power companies which they are used to model power plant cycles in off-design mode is included in this thesis.\nPlanning and design of hydro-electric power plants course no: s04-002 credit: planning and design of hydroelectric power plant. Buy hydro-electric power station design a thesis by h ralph badger, roy g grant, harold w nichols (isbn: 9781117756080) from amazon's book store everyday low.","domain":"hydraulic_engineering"}
{"url":"http://rimbahijau.uum.edu.my/index.php/water/project-2","date":"2020-08-09T20:26:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439738573.99/warc/CC-MAIN-20200809192123-20200809222123-00438.warc.gz","language_score":0.8833561539649963,"token_count":115,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__118777071","lang":"en","text":"The Department of Irrigation and Drainage (JPS) has taken several measures in rehabilating and upgrading our rivers as follow:\nRehabilitation and upgrading Sungai Sintok, Sungai Badak and UUM ponds\n- The earthworks include site clearance, dredging rivers and ponds, construction of bund, road construction work, road maintenance and turf reinforcement mattress.\n- Structural works covering construction of irrigation and construction of sediment traps.\n- Banks Retaining work using 'Rivo' method.\n- Go Green –Love Our River Campaign","domain":"hydraulic_engineering"}
{"url":"https://www.kabircares.org/edmonston-road-sidewalk-project-moves-forward/","date":"2024-04-23T15:29:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818711.23/warc/CC-MAIN-20240423130552-20240423160552-00510.warc.gz","language_score":0.8943147659301758,"token_count":106,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__106558296","lang":"en","text":"The project is roughly three quarters of a mile in length and extends from Old Calvert Road to the City’s border with the Town of Berwyn Heights.\nMost of the sidewalk will be constructed along the eastern side of the roadway.\nThe sidewalk will be 5-feet in width.\nSix stormwater bio-retention stormwater facilities/features will be constructed on SHA property to the east of the sidewalk in conformance with current stormwater regulations.\nThe sidewalk project will cost $1.3 million.","domain":"hydraulic_engineering"}
{"url":"https://yw-transmission.com/high-efficiency-horizontal-double-suction-centrifugal-split-casing-pump/","date":"2024-02-22T08:39:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473735.7/warc/CC-MAIN-20240222061937-20240222091937-00860.warc.gz","language_score":0.8015810251235962,"token_count":489,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__15962749","lang":"en","text":"ZSS collection axial split casing pump is a current product which absorbed the rewards of identical type pumps. It is a replacing product of outdated S sequence and SH sequence double suction pump. This current merchandise owns the features of far better hydraulic functionality,higher efficiency,steady procedure,more compact in measurement.\n- Flow rate:Q=50~6330m3/h\n- Total head:H=nine~160m\n- S.g.:γ ≤1.15\n- Pump diameter:eighty~600mm\n- Excellent energy-saving hydraulic models.\n- Optimized hydraulic design,precisely casted impeller+casing+pump over and dynamic balanced impeller ensure the accurate performance of pump.\n- Instead of traditional external circulation structure,a revolutionary design of sealing cooling and lubrication is adopted,which enables the complete internal circulation of cooling,lubrication and flushing.\n- Internal sealing lubrication structure, the flushing to sealing system is more efficient.\n- Straight line outline with stiffeners on pump cover,internal sealing lubrication structure,flexible structure design makes the pump more elegant.\n- Single stage,double suction,axial split casing centrifugal pump.Double passage casing to reduce the axial forces.\n- Both pump inlet and outlet are beneath the pump centerline,the rotary part can be removed from the casing without dismantle the pipelines.\n- Shortened shaft and enlarged diameter of shaft design to increase the life of bearings and mechanical seals.\n- Completely sealed shaft design,zero contact with fluids.\n- Various materials of shaft sleeve to prevent the shaft from abrasion and corrosion.\n- Both mechanical seal and packing seal are availablemechanical seal can be changed without dismantle the pump cover.\n- Different rotation directions are available.\nStructure drawing is as below\none.Pump casing 2.Pump cover 3.Impeller 4.Shaft 5.Shaft sleeve 6.Seal ring 7.Packing room 8.Packing gland 9.Bearing 10.Lock nut 11.Stuffing hole 12.Bearing gland\n- It is suitable to pump clean water and fluids have close physical and chemical characters of water.\n- widely used in sections of mining,city water supply,power plant water supply and drainage,farm irrigation and various water conservancy project.","domain":"hydraulic_engineering"}
{"url":"http://archives.sundayobserver.lk/2014/03/30/fin01.asp","date":"2023-12-02T21:55:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100452.79/warc/CC-MAIN-20231202203800-20231202233800-00144.warc.gz","language_score":0.9335898756980896,"token_count":479,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__174348810","lang":"en","text":"Huge investments in power generation avert crisis\nThe huge investments in the power sector and increased generation\ncapacity of the Ceylon Electricity Board (CEB) in the recent past has\naverted a power crisis that would been inevitable due to the severe\ndrought now prevailing, said CEB General Manager Shavindranath Fernando.\nHe said that water levels of reservoirs in terms of hydro power\ngeneration has reduced to 26 percent.\n“The total hydro power capacity of the CEB is 1,257 Gwh and it has\nnow come down to 328.3 Gwh and is further declining by 4.51 Gwh per day.\nNo significant rain has been reported in the catchment areas of the\nreservoirs. There will be no power cuts and we expect rain to start\nsoon,” Fernando said.\nWater levels of all reservoirs have reduced sharply and the water\nlevel at the Castlereagh reservoir was 15 metres below spill level and\nat Mausakele 16 metres below spill level.\nThe water level in reservoirs in the Mahaweli complex was much lower\nand in Victoria it was 33 metres below spill level, Kotmale 20 metres\nand Randenigala 10 metres.\nThe water level of the Samanala reservoir was 21 metres below spill\nCEB generation mix last Tuesday was 4.51 Gwh hydro, 31.48 Gwh thermal\n(including coal) and 0.32 Gwh wind and the total generation was 36.31\nGwh.Electricity supply depends heavily on thermal power and it accounts\nfor 86.7 percent of power generation while hydro power is limited to\nWind power accounts for only 0.9 percent. The decline in hydro power\ngeneration is offset by coal power generation of Norochcholai, he said.\nThe cost of a unit of thermal power is around Rs. 24.00 while for\ncoal power it is around Rs. 6.50-7.00. The unit cost of hydro power is\naround Rs.1.50. He said that the Norochcholai coal power plant is now\nfunctioning at full capacity. Renovation work at the Kukule Ganga power\nstation has been completed while renovation work at the New Laxapana\ntunnel will be completed soon, he said.","domain":"hydraulic_engineering"}
{"url":"https://www.tufing.com/category/2964/dam/","date":"2020-01-28T00:19:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579251737572.61/warc/CC-MAIN-20200127235617-20200128025617-00368.warc.gz","language_score":0.8446756601333618,"token_count":129,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__163255411","lang":"en","text":"Hirakud dam built across the Mahanadi River in tribal state Orissa. Hirakud Dam is one of the longest dams in the world about 26 km in length.\nThe Hirakud Reservoir is 55 km long used as multipurpose scheme intended for flood control, irrigation and power generation. It was one of the major multipurpose river valley project after Independence.\nHeight: 60.96 meters\nLength: 25.8 km\nType: Composite Dam\nReservoir Capacity: 4,779,965 acre·ft\nRiver: Mahanadi River\nInstalled capacity: 307.5 MW","domain":"hydraulic_engineering"}
{"url":"https://houston-texas-us.blogspot.com/2016/04/buffalo-bayou-behind-dam.html","date":"2018-07-19T17:17:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676591150.71/warc/CC-MAIN-20180719164439-20180719184439-00041.warc.gz","language_score":0.9448070526123047,"token_count":310,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__88471143","lang":"en","text":"High water level in Barker Reservoir\n|The Buffalo Bayou flow-control gate is shut to hold back the water|\nbehind Barker Dam - even the dam art (can't call it street art in that environs) is submerged .\nThe water level in the West Houston reservoir is higher than it has been in other major rain events in recent years.\n|The dry side of Barker Dam that face East toward the city near Briar Forest.|\nThe No-Boating prohibition most logically applies to the canal that flows North outside the dam toward Buffalo Bayou\n|US Army Corps of Engineers Barker Reservoir Marker|\n|View from the top of the gravel dam road looking at the flow control structure just inside the dam that allows|\nthe for controlled release of the water that flows into and out of Barker reservoir (or, as now, shut-off).\n|This is what the landscape looks like inside the dam. It is dry most of the year.|\n|A cattle egret|\n|Southbound on the Barker Dam Road - segment between Buffalo Bayou exit point with flood gate|\nand ramp over the dam at Briar Forest / former Noble Road that continues into the reservoir as Noble Road Trail\n|Noble Road Trail (link to gallery of pics in normal condition) now completely under water and impassable|\nTrails in George Bush Park submerged\n|A white egret with showy plumes on the banks of the channel downstream from|\nthe outlet structure","domain":"hydraulic_engineering"}
{"url":"https://shanstatefrontline.com/zhejiang-orient-engineering-co-ltd-zoec/","date":"2023-10-05T02:52:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511717.69/warc/CC-MAIN-20231005012006-20231005042006-00237.warc.gz","language_score":0.9374523758888245,"token_count":124,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__226048546","lang":"en","text":"power plant equipment, contracting of energy projects construction\nNo. 199, Qingchun Road, Hangzhou, China\nZOEC is a Chinese state-owned company engaged in the supply of power plant equipment and contracting of energy projects construction. In 2005, it was contracted to provide equipment for construction of the Kengtawng dam and connecting transmission lines in southern Shan State.\nZOEC is the Engineering, Procurement and Construction (EPC) contractor for the Upper Yeywa Dam project on the Namtu (Myitnge) River.","domain":"hydraulic_engineering"}
{"url":"https://www.engine-codes.com/p0935.html","date":"2017-11-22T09:03:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-47/segments/1510934806543.24/warc/CC-MAIN-20171122084446-20171122104446-00344.warc.gz","language_score":0.8549417853355408,"token_count":195,"dump":"CC-MAIN-2017-47","global_id":"webtext-fineweb__CC-MAIN-2017-47__0__44702561","lang":"en","text":"P0935 - Hydraulic Pressure Sensor Circuit High\n- Faulty Hydraulic Pressure Sensor\n- Hydraulic Pressure Sensor harness is open or shorted\n- Hydraulic Pressure Sensor circuit poor electrical connection\n- Engine Light ON (or Service Engine Soon Warning Light)\nLine pressure is electronically controlled by the Transmission Control System (TCM) and is measured by the Line Pressure Sensor (LPS). The desired line pressure is continuously being compared to the actual line pressure and is regulated by electronically changing the duty cycle of the Pressure Control Solenoid (PCS). The Transmission Control System calculates the desired line pressure based on inputs from the transmission and engine. A calculated torque input to the transmission is used as the primary input to the desired line pressure calculation and is called Torque Based Line Pressure. The Transmission Control Module (TCM) monitors the Hydraulic Pressure Sensor. The TCM sets the OBDII code when the Hydraulic Pressure Sensor is not to factory specifications.","domain":"hydraulic_engineering"}
{"url":"http://www.mixtecna.com/products/impellers/ha732-ha745-ha832-ha875","date":"2013-12-22T01:03:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1387345776833/warc/CC-MAIN-20131218054936-00046-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.925014317035675,"token_count":78,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__35914527","lang":"en","text":"HA732, HA745, HA832, HA875\nOur traditional pitched blade turbine has an excellent balance for bulk fluid flow and shear input. The simple construction is robust and economical to manufacture. They are suitable for higher viscosity designs and medium shear applications. The blade pitch and the impeller power and pumping characteristics can be refined to better meet your mixing needs.","domain":"hydraulic_engineering"}
{"url":"https://www.moneyworks4me.com/company/news/index/id/18574","date":"2022-05-17T14:15:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662517485.8/warc/CC-MAIN-20220517130706-20220517160706-00517.warc.gz","language_score":0.9359480142593384,"token_count":354,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__127915518","lang":"en","text":"Alstom Projects India Ltd has won three major contracts worth over Rs 270 crore (over €40 million) to build hydroelectric projects in the country. The first contract has been signed with Shiga Energy Pvt Ltd for the 97 MW Tashiding hydroelectric project in West Sikkim district on the Rathang Chu river. The second contract has been signed with NSL Tidong Power Generation Pvt Ltd for the Tidong 1 hydroelectric project in Kinnaur District in Himachal Pradesh, consisting of two 50 MW units. The third contract has been signed with Haridwar Infrastructure Pvt Ltd for the Dikchu hydroelectric project on the river Dikchu, a tributary of Teesta River in East Sikkim, for a 96 MW plant.\nAll equipment will be manufactured at Alstom’s Vadodara facility in Gujarat, one of the company’s largest hydro equipment manufacturing hubs worldwide. Alstom estimates that India has an economically exploitable and viable hydro potential of about 84,000 MW. However, only 19.9 per cent of this potential has been harnessed so far. Additional hydropower capacity would diversify India’s energy mix, currently reliant on fossil fuels, thus contributing to energy security and reducing greenhouse gas emissions.\nThese three contracts follow a major contract won by Alstom with Tehri Hydro Development Corporation (THDC) to install the 1,000 MW Tehri variable speed pumped storage hydro power plant in Uttarakhand. Alstom projects currently under execution include the 2,000 MW Subansiri Lower hydroelectric power plant in Assam and Arunachal Pradesh, India’s largest hydro project.crackcrack","domain":"hydraulic_engineering"}
{"url":"https://www.boilerbafen.com/products/dg-horizontal-boiler-feed-water-pump/","date":"2023-10-01T12:22:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510888.64/warc/CC-MAIN-20231001105617-20231001135617-00892.warc.gz","language_score":0.7579808831214905,"token_count":316,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__249554170","lang":"en","text":"Application: Boiler water feeding and other similar situations\nMiddle Pressure: Q=28~185m3/h, H=276~666m, Temperature: T=105ºC\nHypo-High pressure: Q=36~180m3/h, H=409~1056m, Temperature: T=160ºC\nQ=52~240m3/h, H=390~1150m, Temperature: T=160ºC\nHigh pressure: Q=120~500m3/h, H=1080~1870m, Temperature: T=160ºC\nPower: 75 up to 2500Kw\nSuction, discharge and middle Casing: Carbon steel, Chrome steel\nImpeller and guide vane: Carbon steel, Chrome steel\nShaft: Chrome steel, Chrome-molybdenum steel\nShaft seal: Carbon-fiber packing with water cooled, mechanical seal\nSteam pump. DG type pumps is single shell, multistage centrifugal pump. Both suction and discharge direction are upside, DG pump is supported on foot. Others are centerline supported. Suction section, middle section and discharge section are connected by long studs.\nMiddle Pressure pumps roll Bearing lubricated thin oil with circulating coolant water.\nHypo-High pressure pumps slip bearing lubricated by thin oil with circulating coolant water, High pressure pumps slip bearing lubricated by force-feed oil","domain":"hydraulic_engineering"}
{"url":"http://josiahrock.co.uk/get-to-know-the-different-types-of-hydraulic-valves/","date":"2017-07-27T04:25:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-30/segments/1500549427429.9/warc/CC-MAIN-20170727042127-20170727062127-00100.warc.gz","language_score":0.9468352794647217,"token_count":128,"dump":"CC-MAIN-2017-30","global_id":"webtext-fineweb__CC-MAIN-2017-30__0__158085247","lang":"en","text":"Hydraulic valves in a system are sometimes known as the hydraulic component. These components are divided into many different categories and the main categories are further divided into subsystems. They are described below.\n1. Directional Control Valves: These appropriate hydraulic valve help in controlling the direction of the flow. The types of valves in this category are: Check valves, Spool valve, Poppet valve.\n2. Pressure Control Valve: They have a set pressure value that helps in the performance of the valve. They can provide the system with the control of pressure across the system and help in switching the pressure value in the system.","domain":"hydraulic_engineering"}
{"url":"https://world-dredgers.com/projects/towhopper.html","date":"2023-09-24T17:19:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506658.2/warc/CC-MAIN-20230924155422-20230924185422-00045.warc.gz","language_score":0.6892257928848267,"token_count":158,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__87659613","lang":"en","text":"Beens materieel B.V.\nThis is a project for the reconstruction of a hopper with a capacity of 950 m³. The towhopper is equipped with a dredging pump and a jet nozzle water system.\nDiameter of the suction pipe: DN 500\nDiameter of the jet line: DN300\nMaximum dredging depth: 20,000 mm\nSand pump: Weir Warman 20/20 GD, 440 kW\nJet pump: KSB CPK, 165 kW\nMagnetic-inductive flow meter: E + H 55S5H DN 500\nHydraulic shut-off valves: HRA 500 - 300","domain":"hydraulic_engineering"}
{"url":"https://www.rybo.co.in/ai005-angle-valve-7037105.html","date":"2024-03-05T05:14:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707948217723.97/warc/CC-MAIN-20240305024700-20240305054700-00586.warc.gz","language_score":0.9563277959823608,"token_count":82,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__190982850","lang":"en","text":"We are providing an optimum range of AI005 Angle Valve in the market. It is used to let down pressure and regulate the flow of water. It is a valve which is engineered with a modern techniques and tools. AI005 Angle Valve is reduced by restricting the compressed air supply flow. It is used for regulating the flow of a fluid. It ensures a low pressure loss with its extreme flow rate of pressure.","domain":"hydraulic_engineering"}
{"url":"https://millenniummachinery.ie/products/fht-500","date":"2023-09-28T07:55:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510368.33/warc/CC-MAIN-20230928063033-20230928093033-00662.warc.gz","language_score":0.6707911491394043,"token_count":189,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__18220097","lang":"en","text":"Hydraulic Lifting Table - FHT 500kg\n- Mobile scissor lift with hydraulic lifting device with 500 kg load capacity\n- Robust steel construction\n- Hydraulic lifting by foot lever\n- Manually operated table lowering\n- Casters Ø 127 mm with safety wheel protection and brakes on the castors\n- Overload safety valve protects operator and pump.\n|Table size approx.\n||855 x 500 x 50 mm\n|Table height max.\n|Table height min.\n|Stroke per pumping movement","domain":"hydraulic_engineering"}
{"url":"http://www.onlytravelguide.com/kerala/historical/mangalam-dam.php","date":"2019-10-22T04:36:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570987798619.84/warc/CC-MAIN-20191022030805-20191022054305-00067.warc.gz","language_score":0.9261054992675781,"token_count":116,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__173454680","lang":"en","text":": A Picnic Spot\nThe Mangalam Dam is built on the Cherukunnapuzha, a branch of the river Mangalam. A popular picnic site, the dam is located 48 kms south of Palakkad town. The construction of the scenic dam was completed in the year 1956.\nLocated on the Alathur - Vadakkanchery Highway, the reservoir fringes on the forest area teeming with wildlife like deer, elephants and a diversity of birds. The complete area is quite fascinating with beautiful parks, lawns and statues.","domain":"hydraulic_engineering"}
{"url":"https://www.seattle.gov/parks/about-us/current-projects/golden-gardens-drainage-and-stairway-renovation","date":"2017-04-29T15:29:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917123530.18/warc/CC-MAIN-20170423031203-00121-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9097293019294739,"token_count":377,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__15751574","lang":"en","text":"Golden Gardens Drainage and Stairway Renovation\nUpdated: January 3, 2017\nThank you Seattle this project is complete!\nThe project replaced multiple sections of failing stairs with a new 6 ft. wide concrete stairway. New ADA-compliant hand railings and landings were installed as part of the renovation. Drainage improvements included replacement of deteriorated storm drain infrastructure and enhancement of the open concrete channel adjacent to the stairway. The improved drainage system will capture and redirect localized surface and subsurface flows to reduce subgrade settling and re-occurrence of current erosion problems. The work was done in accordance with applicable environmental and regulatory requirements.\nFunding for the project was provided by the 2008 voter-approved Parks and Green Spaces Levy.\nGolden Gardens Park, 8498 Seaview Pl NW\nThe Parks and Green Spaces Levy allocated $438,000 for planning, design and construction. Funds for this project have been redirected from the Seattle Asian Art Museum renovation project.\nPlanning: Summer – Fall 2015\nDesign: Fall 2015 – Spring 2016\nConstruction: Summer – Fall 2016\nCompletion: Winter 2016\nThis project provides drainage improvements and replaces the damaged stairway steps from the lower park area to the dog-off-leash- area. The purpose of the project is to renovate the existing storm drainage system that collects and directs some of the park surface and subsurface drainage flows from the upper road through the mid-parking lot at the dog-off-leash- area to the appropriate drainage area The scope will include replacing damaged steps with a new stairway, and replacing the drainage channel from the top of the steps to the open channel.\nThis will improve the drainage system and related impacts such as hillside erosion. The work will be done in accordance with environmental and regulatory requirements.\nPublic Meeting 10/7/2015","domain":"hydraulic_engineering"}
{"url":"http://mrcmekong.org/topics/pnpca-prior-consultation/","date":"2020-09-28T23:16:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600401614309.85/warc/CC-MAIN-20200928202758-20200928232758-00402.warc.gz","language_score":0.9144829511642456,"token_count":490,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__82760618","lang":"en","text":"The Sanakham hydropower project is proposed on the Mekong mainstream between Xayaburi and Vientiane provinces of Lao PDR. It is the sixth proposed project and the fifth in the cascade of run-of-river projects on the mainstream from upstream to downstream of the Lower Mekong River.\nThe Luang Prabang hydropower project is proposed on the Mekong mainstream in the Houygno village of Luang Prabang province, about 25 km from Luang Prabang town or approximately 2,036 km from the Mekong Delta in Viet Nam. It is situated between the two previously consulted Mekong mainstream projects: the upstream Pak Beng and the downstream Xayaburi projects.\nThe Pak Lay hydropower project is proposed on the Mekong mainstream in Pak Lay district, Xayaburi province, in north-western Lao PDR. The proposed project sits downstream of the currently under-construction Xayaburi hydropower station and is 241 kilometers upstream of Vientiane, the capital city of Lao PDR.\nThe Pak Beng hydropower project is proposed on the Mekong mainstream in the northern territory of Lao PDR. The run-of-river project with capacity of 912 MW and the average annual generation of 4,775 GWh is expected to produce power for domestic supply and export. The dam is located between the Jinghong hydropower project in China and the Xayaburi hydropower project in Laos.\nThe Mekong River Commission (MRC) is carrying out prior consultation for the Don Sahong Hydropower project to discuss and evaluate benefits and associated risks of the project which may have significant impacts on the environment and people in the Lower Mekong Basin. The Don Sahong Hydropower Project will produce 260 megawatts of electricity and will be situated in one of the braided channels in the Mekong River’s Siphandone area of Southern Lao PDR.\n15 December 2010\nto 22 April 2011\n, Vientiane, Lao PDR\nThe prior consultation process under Procedures for Notification, Prior Consultation and Agreement (PNPCA) is a requirement of the 1995 Mekong Agreement for countries to jointly review any development project proposed for the mainstream with an aim to reach a consensus on whether or not it should proceed, and if so, under what conditions.","domain":"hydraulic_engineering"}
{"url":"https://www.pollyrome.com/wanboguanwangmanbetx/html/en/news/detail/396/","date":"2024-03-03T13:10:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476374.40/warc/CC-MAIN-20240303111005-20240303141005-00536.warc.gz","language_score":0.8656270503997803,"token_count":383,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__39485343","lang":"en","text":"Notice notice: in order to celebrate New Year's day, the enterprise arranges 7 days off! Announce here!\nHow-to articles for Datengxia Water Conservancy Project\n1. Prospect of construction site of Datengxia Water Control Project\nThe construction site of Datengxia Water Conservancy Project in Guiping City, Guangxi and Qianjiang River sections of the Xijiang River System in Guangxi is actively promoting the construction of main projects such as sluice gates, factory buildings, and ship locks on the left bank. The Datengxia Water Conservancy Project is a flood control control project in the Pearl River Basin, and a landmark project in the construction of the Pearl River-Xijiang Economic Belt and the infrastructure of the \"Xijiang 100 Million Ton Golden Waterway\". Important progress has been made in the construction of major projects. After the project is completed, it will play an irreplaceable role in flood control of the Pearl River Basin, allocation of water resources, improvement of shipping levels of the Xijiang River, protection of water supply security in Macao and the Pearl River Delta, and water ecological management.\n2. On the morning of May 17, 2019, the sluice pier anchor cable material provided by Liuzhou Haomei Machinery Co., Ltd. has been delivered to the construction site and is ready for installation and construction!\n3. Xu Peiyao, deputy general manager of Liuzhou Haomei Machinery Co., Ltd. came to the site to guide the installation of the pre-stressing technology of the anchorage cable of the Datengxia sluice and gate pier!\n4. Xu Peiyao, Deputy General Manager, represented Liuzhou Haomei Machinery Co., Ltd. and communicated with prestressed technical experts in the conference room of Datengxia Hydropower Project.","domain":"hydraulic_engineering"}
{"url":"http://banhallmand.info/turkish-company-will-build-hydropower-plants-in/","date":"2018-12-11T22:43:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-51/segments/1544376823705.4/warc/CC-MAIN-20181211215732-20181212001232-00432.warc.gz","language_score":0.9320992827415466,"token_count":287,"dump":"CC-MAIN-2018-51","global_id":"webtext-fineweb__CC-MAIN-2018-51__0__105617025","lang":"en","text":"Turkish company will build hydropower plants in Georgia\nLast Friday, Georgian Energy Minister Alexander Khetaguri and Metin Kumushoglu, General Director of the Turkish company Ajar Energy, signed a memorandum according to which the Turkish company will build seven new hydropower plants in Adjara.\nAlexander Khetaguri told reporters that the volume of investments in the construction of hydroelectric power stations will amount to $ 167 million. The total capacity of the new stations will be 119.9 megawatts.\nNew HPPs will be built on the Kintrishi and Chorokhi rivers in 2009. By the beginning of 2015, all of them will be put into operation step by step. This year it is planned to carry out all the design work.\nUp to 2 thousand workers will be involved in the construction of new power plants, and after the HPP is commissioned, the number of employees will be about 200 people.\nThe electricity generated by these stations will be exported to Turkey. However, in winter, if necessary, 40% of electricity will be supplied to the domestic market.\nThe Ministry of Energy of Georgia offers investors a list of territories in various regions of the country on which 83 hydroelectric power stations can be built. Negotiations are underway with a number of investors on the construction of four hydropower stations on the Rioni, Inguri and Kura rivers.","domain":"hydraulic_engineering"}
{"url":"http://www.preble-rish.com/projects/view/point-washington-wwtf-upgrade/","date":"2017-06-22T14:19:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-26/segments/1498128319575.19/warc/CC-MAIN-20170622135404-20170622155404-00070.warc.gz","language_score":0.8936688303947449,"token_count":174,"dump":"CC-MAIN-2017-26","global_id":"webtext-fineweb__CC-MAIN-2017-26__0__167546960","lang":"en","text":"Point Washington WWTF Upgrade and Flow Equalization\nThis project involved upgrading the existing 0.75 MGD Advanced Wastewater Treatment Facility to a capacity of 2.0 MGD and reusing existing tanks as post-equalization tanks and aerobic digesters. Components include a rotating drum screen, teacup degritter, dual sequencing batch reactors, flow equalization, rapid sand filtration, and high-level disinfection. Another phase of this project involved installation of a 750,000 gallon influent equalization tank to dampen seasonal peak flows into the WWTP. Components include fully automated aeration and mixing equipment and a line-up of six 20 Hp submersible pumps. Firm’s responsibility included historical flow analysis, process design, hydraulic design, pump selection, permitting, and engineering services through construction, and construction administration of the project.","domain":"hydraulic_engineering"}
{"url":"http://ijaet.blogspot.com/2014/01/a-simulation-model-for-stage-iv-koyna.html","date":"2018-07-22T06:28:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676593051.79/warc/CC-MAIN-20180722061341-20180722081341-00040.warc.gz","language_score":0.8917813897132874,"token_count":322,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__85835922","lang":"en","text":"Wednesday, 8 January 2014\nA Simulation Model for Stage –IV Koyna Hydropower Plant PUBLISHED in IJAET Volume 6 Issue 6\nA Simulation Model for Stage –IV Koyna Hydropower Plant\nMohd. Imran Ahmed, Siraj Y. Abed\nDepartment of Industrial Engineering, King Abdulaziz University,\nHydroelectric power contributes around 12.45 percent of the electricity supply in India. It is considered to be the most vital, unpolluted, emission-free and an inexpensive renewable source of energy. Hydroelectric power-plants operating all over the world aims to have high electric output with minimum maintenance cost. It’s very different with Koyna Hydropower Plant (KHPP) stage IV which generates lower electric output than the installed capacity with higher maintenance. This project aims to build a simulation model which can simulate the regular operation of Koyna Hydropower Plant with Arena®. The study involves to evaluate dynamic response of the system and plant performance under various operating conditions such as head height, quantity of water flow penstock and operating gates. Also to determine and identify the optimum parameters required for maximum power generation. The outcomes of the model helped to analyse the power generation capacity against the required quantity of water flow and head height. The developed simulation model was validated and used as an apparatus to determine the optimal operating parameters that maximise power generation of stage –IV at Koyna Hydropower plant.\nKeywords: Hydropower Plant, turbine, Penstock, Head, Flow rate, simulation modelling.","domain":"hydraulic_engineering"}
{"url":"https://bremenports.de/en/new-drive-system-for-the-small-chamber-of-the-lock-at-fischereihafen/","date":"2021-09-20T00:10:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780056902.22/warc/CC-MAIN-20210919220343-20210920010343-00147.warc.gz","language_score":0.9456760287284851,"token_count":236,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__171229602","lang":"en","text":"The small chamber of the lock at Fischereihafen is currently undergoing comprehensive refurbishment and is therefore closed to shipping.\nRenewal of the electromechanical drive systems of Fischereihafen lock began in April. The first construction phase dealt with the outer head of the lock. The present building will be demolished in the course of the modernisation process and the new building will be joined up to the existing flood barrier and close the gap in height. The new electromechanical drive systems will be housed on a flood-proof second level in the building in future. This will prevent flooding of the electric motors and the new gear units on the first level will also be protected against flooding. The refurbishment work will also involve renovation of the upper carriage rails. The second construction phase on the inner head is scheduled for 2023.\nThe construction work on the small chamber is expected to be concluded by the end of this year and shipping will again be able to pass through the 106.50-metre long and 10.55-metre wide lock without any problems.Refurbishment of the lock is expected to cost approx. EUR 750,000","domain":"hydraulic_engineering"}
{"url":"https://www.dreso.com/de/en/projects/details/linth-limmern-ltd-linthal-pumped-storage-hydropower-plant","date":"2024-03-04T14:57:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476452.25/warc/CC-MAIN-20240304133241-20240304163241-00394.warc.gz","language_score":0.8670274019241333,"token_count":237,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__93596871","lang":"en","text":"Linth-Limmern Ltd, Linthal Pumped Storage Hydropower plant\n- Improvement of the power station output from 520 MW to 1520 MW\n- Technical overall coordination\n- Consulting and support in project overall management\n- Coordination, integration, communication with all parties involved\n- Schedule planning\n- Early detection of layout and schedule conflicts\nKraftwerke Linth-Limmern AG / Axpo\naround CHF 2,100 million\nThe Linthal pumped storage hydropower plant (PSW Limmern) in the canton of Glarus is one of the most important renewable energy development projects in Switzerland. The underground pumped storage plant can pump lake water from Lake Limmern back to Lake Mutt, which is about 600 meters higher, and from there it then flows back through the power station. This system enables electricity to be generated in a controlled way.\nThe new pumped storage plant has a pumping capacity and turbine output of 1000 megawatts (MW). This increases the output of the Linth-Limmern power stations from 520 MW to 1520 MW. Drees & Sommer supports the client with project management services.","domain":"hydraulic_engineering"}
{"url":"http://www.archives.state.al.us/map/81.html","date":"2017-04-28T16:03:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917122996.52/warc/CC-MAIN-20170423031202-00227-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9411430358886719,"token_count":95,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__304418300","lang":"en","text":"Alabama Bronze Map\nA Guide to the Images of the Bronze Map on the Lawn of the Alabama Department of Archives and History\n81. Wilson Dam: Taming the Tennessee River\nThe first dam built on the Tennessee River, Wilson Dam was constructed between 1918 and 1924 to supply power for a government nitrate plant. The dam later became part of the Tennessee Valley Authority (TVA) system that controlled flooding on the river and provided power to residents of the Tennessee Valley region.","domain":"hydraulic_engineering"}
{"url":"https://ruirongpump.en.made-in-china.com/custom-detail/QQmxJxnKeEdEEmJxQQnVMEAm/We-took-Part-in-114th-Canton-Fair-China-Import-and-Export-Fair-.html","date":"2018-04-24T18:30:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-17/segments/1524125947033.92/warc/CC-MAIN-20180424174351-20180424194351-00446.warc.gz","language_score":0.7775314450263977,"token_count":114,"dump":"CC-MAIN-2018-17","global_id":"webtext-fineweb__CC-MAIN-2018-17__0__122305265","lang":"en","text":"Submersible Pump, Submersible Motor, Sewage Pump manufacturer / supplier in China, offering 4′′ Submersible Water Borehole Pump (R95-MA), Cast Iron Head Submersible Water Pump 4 Inch, 3.5 Inches Deep Well Submersible Pump and so on.\nIt is the last photo.\nYou have seen all photos.\nWe took part in 114th Canton Fair ( China Import and Export Fair)\nBooth Number :\nVenue: China Import and Export Fair (Pazhou) Complex","domain":"hydraulic_engineering"}
{"url":"https://rvemontrose.com/projects/sunset-mesa-water-tank-montrose-co/","date":"2023-09-28T08:56:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510368.33/warc/CC-MAIN-20230928063033-20230928093033-00497.warc.gz","language_score":0.9312856197357178,"token_count":170,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__321617730","lang":"en","text":"Project Description: This project includes the design and construction of a 135 ft. tall, 1.5 million gallon standpipe water tank, including foundation, coating, instrumentation, controls and all appurtenances per the project plans and specifications. We started by clearing the site for construction, followed by relocation and construction of dry utilities. Our team self-performed all of the site prep and the ring wall concrete foundation for the tank. The project also includes the construction of a new booster pump station, including the structure, HVAC, electrical, piping, pumps, instrumentation, controls, etc., as well as construction of the associated yard piping (with trenching up to 29 ft. deep) and connections to existing water mains and drain lines.\nContract Amount: $4,336,876\nProject Duration: 18 Months","domain":"hydraulic_engineering"}
{"url":"https://ffxiclopedia.fandom.com/wiki/Batardeau","date":"2022-08-13T19:35:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571982.99/warc/CC-MAIN-20220813172349-20220813202349-00317.warc.gz","language_score":0.9387445449829102,"token_count":99,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__22649204","lang":"en","text":"How to Obtain\nBatardeau is French for \"cofferdam\".\nA cofferdam is an enclosure beneath the water constructed to allow water to be displaced by air for the purpose of creating a dry work environment. Commonly used for oil rig construction and repair, bridge and dam work. It is also a kind of military wall built across from fortifications, with sluice gates to control water level on the outside.","domain":"hydraulic_engineering"}
{"url":"https://www.wilmingtonnc.gov/Home/Components/News/News/6385/654?backlist=%2F","date":"2020-06-05T13:11:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590348500712.83/warc/CC-MAIN-20200605111910-20200605141910-00032.warc.gz","language_score":0.9639560580253601,"token_count":87,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__64686143","lang":"en","text":"Williston Middle School drainage improvement project now complete\nA major drainage improvement project at Williston Middle School is now complete. The $550,000 project involved re-routing drainage around the school and installing larger pipes to prevent flooding that had been occurring at the school. The new location of the pipes will also make the system easier to access for future maintenance. The project also included repaving 10th Street between Ann and Castle Streets.","domain":"hydraulic_engineering"}
{"url":"https://www.cectexas.com/stormwater/","date":"2021-12-05T20:34:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363216.90/warc/CC-MAIN-20211205191620-20211205221620-00356.warc.gz","language_score":0.9464086890220642,"token_count":215,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__46196516","lang":"en","text":"CEC has the experience and expertise to meet today’s stormwater regulations with flexible, cost-effective solutions. Our team members are experts in the field of hydrology and hydraulics, working on projects from simple drainage designs to major flood control works.\nHow CEC Made the Difference:\nCEC performed a detailed hydrologic and hydraulic study to determine the low chord of two new bridges for the Roland Avenue project. CEC developed unsteady flow models to analyze the existing and proposed conditions, allowing simulation of the interflow between the East and West Branches of the creek. HEC-HMS 2.2.2 was used to develop design storm hydrographs. A corrected effective model was developed to be used as a basis for the proposed model. The corrected model included revisions to Manning’s n-values, the addition of lateral weirs to allow flow between the reaches, the addition of geometric data at missing structures within the study area, and additional channel cross-sections.\nSan Antonio, TX","domain":"hydraulic_engineering"}
{"url":"http://www.crimsonnepal.com/category/uncategorized/","date":"2018-08-15T08:49:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221210040.24/warc/CC-MAIN-20180815083101-20180815103101-00511.warc.gz","language_score":0.9246208667755127,"token_count":1865,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__51116623","lang":"en","text":"1.Three Gorges Dam :\nThe Three Gorges Dam is a hydroelectric dam that spans the Yangtze River by the town of Sandouping, located in Yiling District, Yichang, Hubei province, China. The Three Gorges Dam is the world’s largest power station in terms of installed capacity 22,500 MW. Except for a ship lift, the dam project was completed and fully functional as of July 4, 2012, when the last of the main water turbines in the underground plant began production. The ship lift was complete in December 2015. Each main water turbine has a capacity of 700 MW. The dam body was completed in 2006. Coupling the dam’s 32 main turbines with two smaller generators 50 MW each to power the plant itself, the total electric generating capacity of the dam is 22,500 MW.\nLocation: Sandouping, Yiling, Hubei, China\nPurpose: Power, flood control, navigation\nConstruction: begin December 14, 1994\nOpening date: 2003\nConstruction cost: ¥180 billion (US$27.6 billion)\nOwner: China Yangtze Power\n2. Itaipu Dam\nThe Itaipu Dam is a hydroelectric dam on the Parana River located on the border between Brazil and Paraguay. The name “Itaipu” was taken from an isle that existed near the construction site. In the Guarani language, Itaipu means “the sounding stone”. It is a binational undertaking run by Brazil and Paraguay at the Parana River on the border section between the two countries, 15 km north of the Friendship Bridge. The project ranges from Foz do Iguaçu, in Brazil, and Ciudad del Este in Paraguay, in the south to Guaíra and Salto del Guaira in the north. The installed generation capacity of the plant is 14 GW, with 20 generating units providing 700 MW each with a hydraulic design head of 118 metres . In 2013 the plant generated a record 98.6 TWH, supplying approximately 75% of the electricity consumed by Paraguay and 17% of that consumed by Brazil.\nLocation: Foz do Iguacu Hernandarias, Brazil, Paraguay\nConstruction: begin January 1975\nOpening date: 5 May 1984\nConstruction cost: US$19.6 billion\nOwner: Itaipu Binacional\n3. Xiluodu Dam\nThe Xiluodu Dam is an arch dam on the Jinsha River, i.e. the upper course of the Yangtze in China. It is located near the town of Xiluodu in Yongshan County of Yunnan Province but the dam straddles into Leibo County of Sichuan Province on the opposite side of the river. The primary purpose of the dam is hydroelectric power generation and its power station has an installed capacity of 13,860 MW. Additionally, the dam provides for flood control, silt control and its regulated water releases are intended to improve navigation downstream. Construction on the dam and power station began in 2005 and the first generator was commissioned in 2013, the last in 2014. It is operated by China Yangtze Power and is currently the third-largest power station with the fourth-tallest dam in the world.\nLocation: Xiluodu Town, China\nConstruction: begin December 2005\nOpening date: July 2013\nConstruction cost: US$6.2 billion\nOperator: China Yangtze Power\n4. Guri Dam\nThe Guri Dam is a concrete gravity and embankment dam in Bolivar State, Venezuela on the Caroni River built from 1963 to 1969. It is 7,426 metres long and 162 m high. It impounds the large Guri Reservoir with a surface area of 4,250 square kilometres 1,641 sq mi. The power station had a combined installed capacity of 1750 megawatts.\nLocation: Necuima Canyon Bolivar, Venezuela\nStatus: In us\nConstruction: begin 1963\nOpening date: 1978\nOwner: CVG Electrificación del Caroní, C.A.\n5. Tucurui Dam\nThe Tucurui Dam is a concrete gravity dam on the Tocantins River located on the Tucurui County in the State of Para, Brazil. The main purpose of the dam is hydroelectric power production and navigation. It is the first large-scale hydroelectric project in the Brazilian Amazon rain forest. The installed capacity of the 25-unit plant is 8,370 megawatts . Phase I construction begin in 1975 and ended in 1984 while Phase II begin in 1998 and ended in late 2010. The dam was featured in the 1985 film The Emerald Forest.\nLocation: Tucurui, Para, Brazil\nConstruction: begin 1975\nOpening date: 1984\nConstruction cost: $5.5 billion, $7.5 with accrued interest\n6. Grand Coulee Dam\nGrand Coulee Dam is a gravity dam on the Columbia River in the U.S. state of Washington, built to produce hydroelectric power and provide irrigation water. It was constructed between 1933 and 1942, originally with two power plants. A third power station was completed in 1974 to increase its energy production. It is the largest electric power-producing facility in the United States. dam now supplies four power stations with an installed capacity of 6,809 MW.\nLocation: Grant / Okanogan counties, near Coulee Dam and Grand Coulee, Washington\nConstruction: begin July 16, 1933\nOpening date: June 1, 1942\nConstruction cost: Original dam: $168 million\nThird Powerplant: $730 million\nOperator: U.S. Bureau of Reclamation\n7. Xiangjiaba Dam\nThe Xiangjiaba Dam is a large gravity dam on the Jinsha River, a tributary of the Yangtze River in Yunnan Province and Sichuan Province, southwest China. The facility has eight Francis turbines, four with a capacity of 412 MW and four rated at 800 MW, totalling an installed capacity of 6,448 MW. Xiangjiaba Dam is China’s third-biggest hydropower station following Three Gorges Dam and Xiluodu Dam. Construction started on November 26, 2006, and its first generator was commissioned in October 2012.The last generator was commissioned on July 9, 2014.\nLocation: Yunnan, China\nConstruction: begin November 26, 2006\nOpening date: 2012\n8. Longtan Dam\nLongtan Dam is a large roller-compacted concrete gravity dam on the Hongshui River in Tian’e County of the Guangxi Zhuang Autonomous Region, China, a tributary of the Xi River and the Pearl River. The dam is 216.2 m high and 849 m long; it is the tallest of its type in the world. The dam is intended for hydroelectric power production, flood control and navigation. The dam contains seven surface spillways, two bottom outlets and an underground power station.\nLocation: Tian’e County, Guangxi, China\nStatus: In use\nConstruction: begin 2001\nOpening date: 2009\nConstruction cost: US$4.2 billion\nOwner: Longtan Hydropower Development Co., Ltd.\n9. Sayano–Shushenskaya Dam\nThe Sayano–Shushenskaya Dam is located on the Yenisei River, near Sayanogorsk in Khakassia, Russia. It is the largest power plant in Russia and the 9th-largest hydroelectric plant in the world, by average power generation. The full legal name of the power plant, OJSC (Open Joint-Stock Society) P. S. Neporozhny Sayano-Shushenskaya hydro power plant, refers to the Soviet-time Minister of Energy and Electrification Pyotr Neporozhny. The head of the power plant is Valery Kyari. The total installed capacity of the plant is 6,400 MW; its average annual production is 23.5 TWh, which peaked in 2006 at 26.8 TWh.\nLocation: Sayanogorsk, Khakassia, Russia\nConstruction: begin 1963\nOpening date: 1978-1985\n10. Krasnoyarsk Dam\nThe Krasnoyarsk Dam is a 124-metre high concrete gravity dam located on the Yenisey River about 30 kilometres upstream from Krasnoyarsk in Divnogorsk, Russia. It was constructed from 1956 to 1972 and supplies 6,000 MW of power, mostly used to supply the Krasnoyarsky Aluminievyy Zavod, Krasnoyarsk Aluminum Plant. Both power and aluminum plants are controlled by the RUSAL company.\nLocation: Divnogorsk, Russia\nConstruction: begin 1956\nOpening date: 1972","domain":"hydraulic_engineering"}
{"url":"http://www.dhenkanaltown.com/hirakud-dam-pride-of-odisha-turned-61-years/","date":"2019-04-21T12:31:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578531462.21/warc/CC-MAIN-20190421120136-20190421142136-00330.warc.gz","language_score":0.9704175591468811,"token_count":110,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__108800354","lang":"en","text":"Hirakud Dam one of the longest major earthen dam situated in Sambalpur, Odisha. It is one of the first major multipurpose river valley projects in Independent India. It is designed to control floods in delta area of Mahanadi river. It was inaugurated by our first Prime Minister Jawaharlal Nehru on 13th January 1957 and now it is completed 61 years. Reservoir of the Hirakud Dam is 55km long and total cost of the project was around Rs. 1000 millions in 1957.","domain":"hydraulic_engineering"}
{"url":"http://www.rewerenda.com/srp-releases-water-into-normally-dry-salt-river-as-reservoirs-fill-from-snow-melt/","date":"2019-06-19T09:14:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627998943.53/warc/CC-MAIN-20190619083757-20190619105757-00184.warc.gz","language_score":0.959339439868927,"token_count":417,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__26305147","lang":"en","text":"Granite Reef Diversion Dam (Photo: SRP)\nSalt River Project began releasing water from two reservoirs on the Verde River in recent days, sending water flowing into the normally dry Salt River bed in the Phoenix area.\nThe releases are occurring at the Granite Reef Diversion Dam to make room in the Bartlett Lake and Horseshoe lake reservoirs for additional melting snow into the Verde and Salt rivers watersheds, the result of the heavy snows that occurred late last month, SRP officials said.\nVerde River water flows into the Salt River bed as it continues into Phoenix. The Salt River normally is dry through the Valley, with the exception of Tempe Town Lake, where dams hold water in place on the river bed. The downstream dam is designed to allow water to flow through when needed.\nThe water flow could be seen in areas of the river bed stretching to the Interstate 10 bridge in Phoenix Monday afternoon.\nThe flow forced the closure of McKellips Road between Alma School Road and Loop 202 freeway north of Mesa, and a portion of Gilbert Road between State Route 87 and Thomas Road.\nFurther crossings downstream could be impacted in coming days, SRP said.\nAccording to a statement from SPR, Bartlett Lake and Horseshoe lakes will soon be reaching near capacity from snow melt, with only about 35,000 acre-feet of available space between the two lakes as of last Friday.\nThe total Verde River storage system was at 86 percent of capacity, up from 31 percent in mid-December. Horseshoe Lake was at 91 percent of capacity and Bartlett Lake 83 percent full.\nStorage capacity along the Salt River was 59 percent full as of late last week. Roosevelt Lake, which holds about two-thirds of the water SRP stores, was at 51 percent – up from 40 percent on Jan. 1 and an increase of more than 150,000 acre-feet.\nSalt River water storage reservoirs also form Apache, Canyon and Saguaro lakes downstream from Roosevelt Lake.","domain":"hydraulic_engineering"}
{"url":"https://instrukart.com/keller-hand-pump-pressure-calibrator/","date":"2024-04-22T16:51:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818312.80/warc/CC-MAIN-20240422144517-20240422174517-00140.warc.gz","language_score":0.8157390356063843,"token_count":315,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__50622055","lang":"en","text":"Keller Hand-Pump Pressure Calibrator\n(GST 18% Exclusive)\nKeller hand pump Pressure Calibrators is designed for simple and portable pressure generation with a connection of reference pressure meter and these hand-pumps allow easy pressure generation up to 700 Bar. The K/P low-pressure Generator allows pressures of -0.85 to 25 Bar to be generated. The HTP1 high-pressure unit uses hydraulic pressure to allow pressures of 0 to 700 Bar to be generated.\nApplications: calibration of mechanical and electronic pressure measuring instruments through comparative measurements.\nCustomers who bought this item also bought\nKeller Hand-Pump Pressure Calibrator is highly suitable for testing manometers and pressure transmitters. The fine adjustment valve (which is integrated into the pump) and the relief valve in the Generator provide precision pressures for a calibration pressure accurately and quickly.This calibrator can be used in oil or water medium.\nFeatures of Keller Hand Pump Pressure Calibrator:\n- Simple, portable pressure generation\n- Pressure generation for vacuum from 0 to 700 Bar.\n- Connection for reference pressure meter.\n0 to 700 Bar, 0.85 to 25 Bar\n255 x 176 x 70 mm","domain":"hydraulic_engineering"}
{"url":"https://www.westlock.ca/p/storm-water-infrastructure-project","date":"2021-10-20T23:26:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585353.52/warc/CC-MAIN-20211020214358-20211021004358-00460.warc.gz","language_score":0.9179002046585083,"token_count":271,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__51953480","lang":"en","text":"Storm Water Infrastructure Project\nProject Description: This project is comprised of the construction of the naturalized stormwater management pond that will incorporate existing wetland areas into the design and provides natural plantings around the pond's perimeter to accommodate wildlife.\nGrants, Funding Source: Alberta Community Resiliency Program and the Federal Investing in Canada Plan\nThis project scope involves the following major components:\n- Improvement of the main drainage channel located in NE6-60-24-W4. The purpose of upgrading this channel is to convey the 1:100-year stormwater flows from the Town to the proposed stormwater management facility.\n- Upgrade culvert crossing at 96 Avenue and 113A Street and upgrade the drainage channel along the west side of 96 Avenue and upgrade the culvert crossing at 96 Avenue and 108 Street.\n- Construct a new stormwater management facility in SW7-60-24-W4 to accommodate the 1:100-year storm event.\nUpdate August 5, 2021:\n- Project is 85% complete\n- Working through some utility re-locations\n- Contractor will complete the final work once the re-locations have been completed\n- Storm ponds are in operation and receiving the storm flows\nStart Date: February 2021\nAnticipated Completion Date: November 2021\nDepartment Contact: Director of Operations","domain":"hydraulic_engineering"}
{"url":"http://www.cnppump.com.au/CHL-Horizontal-multistage-stainless-steel-centrifugal-pump.html","date":"2016-02-10T19:57:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-07/segments/1454701160582.7/warc/CC-MAIN-20160205193920-00188-ip-10-236-182-209.ec2.internal.warc.gz","language_score":0.8417341709136963,"token_count":94,"dump":"CC-MAIN-2016-07","global_id":"webtext-fineweb__CC-MAIN-2016-07__0__55369455","lang":"en","text":"All the parts contact with liquid made of 304 stainless steel, 316 stainless steel on request. The pump head and suction & discharge can be made of cast iron on request too.\nHorizontal multistage design with stainless steel stamping welding impeller and diffuser.\nSingle phase motor up to 2.2kw Class F and IP55 motor is standard\nStandard supply for liquid temperature up to 70℃, high temperature models are available on request.","domain":"hydraulic_engineering"}
{"url":"https://www.wapa.gov/about-wapa/regions/dsw/pdpremarketing/","date":"2023-11-30T04:30:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100164.87/warc/CC-MAIN-20231130031610-20231130061610-00210.warc.gz","language_score":0.9441636800765991,"token_count":199,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__164248702","lang":"en","text":"Parker-Davis Project Post 2028 Marketing Initiative\nThe Parker-Davis Project was formed by consolidating two projects, Parker Dam and Davis Dam, under terms of the Consolidate Parker Dam Power Project and Davis Dam Project Act on May 28, 1954. Davis Dam, on the Colorado River 67 miles below Hoover Dam, created Lake Mohave. Davis Dam has a storage capacity of 1.8 million acre-feet. The five generation units’ operating capacity is 255,000 kilowatts. Parker Dam, which created Lake Havasu 155 miles below Hoover Dam on the Colorado River, was authorized by the Rivers and Harbors Act of Aug. 30, 1935. Reclamation constructed the project partly with funds advanced by the Metropolitan Water District of Southern California. MWD receives half of the capacity and energy from four generating units. The 50% federal share of Parker Power plant capacity, as determined by Reclamation, is 60,000 kW.\nLast modified on October 27th, 2023","domain":"hydraulic_engineering"}
{"url":"https://xclusive.today/2022/04/25/unirrigated-reservoir-the-reason-for-the-current-power-crisis-in-odisha/","date":"2022-07-07T01:04:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104683020.92/warc/CC-MAIN-20220707002618-20220707032618-00026.warc.gz","language_score":0.960888147354126,"token_count":337,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__167409226","lang":"en","text":"If the entire Odisha is battling with continuous power cuts amid rising temperatures these days, it is entirely because of the failure in hydro power generation.The total hydel power generation capacity of the state is 2,099 MW. In contrast, only 556 MW is currently being generated from seven hydel power plants in the state which is only a quarter of the total capacity.Despite the fact that there is no shortage of water in the reservoirs as compared to the water level this time last year, the production has come down.For example, the water level in Burla’s Hirakud reservoir on April 23 last year was 608.73 feet. On the same date, this year the water level of the reservoir was 612.83 feet.\nAccording to energy experts, the present problem is arising because nothing has been done to dig up the reservoirs and increase their water holding capacity.Energy expert Bibhucharan Swain said, “Since the dredging of the reservoirs has not been done for a long time, the water holding capacity of these reservoirs is affecting the power generation.”On the other hand, Water Resources Minister Raghunandan Das said, “In terms of water level in the reservoirs, we are not in a dangerous position as the water level in our reservoirs has not reduced that much. But if the current heatwave continues for a few more days, nothing can be said as to what will happen.”Meanwhile, power generation at NTPC Darlipali Power Station has been affected. Giving the reason for the shortage of coal, the Energy Department said that efforts are on to address the problems of the consumers.","domain":"hydraulic_engineering"}
{"url":"https://www.conneelybuilders.com/tag/ballinasloe-flood-defence-scheme/","date":"2023-05-28T16:32:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224644309.7/warc/CC-MAIN-20230528150639-20230528180639-00164.warc.gz","language_score":0.9626094698905945,"token_count":321,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__182764210","lang":"en","text":"This project consisted of a flood defence barrier approx 1.4 km long protecting over 100 households in the Ballinasloe area. The works involved construction of a reinforced concrete flood defense wall consisting of the installation of steel sheet piles using Movax piling hammer with welded joints & a 600m reinforced concrete pile cap. The remainder of the flood defence barrier was achieved with the construction of an 800m impermeable clay bund. The project included installation of aluminium flood gates & controlled pen-stocks in existing and new chambers, construction of culverts and head walls, construction of drainage system to rear of flood barrier with over pump chambers as well as the construction of V ditches and cleaning of existing field drains in the surrounding area.\nThis Project involved installing a new precast concrete box culvert consisting of 9 units 2.1m x 1.8m totaling 18m in length. The culvert was laid adjacent to an existing culvert on the R358 station road, Ballinasloe. A road closure and diversion was put in place to facilitate the works which were carried out in two phases in order to maintain pedestrian access for residents. The river was dammed either side of the new culvert location and the water pumped out before excavation works commenced. Sheet piles were driven in order to support sides of the excavation while the culvert foundation base was prepared and units lifted into place with 90 ton hydraulic mobile crane. There was also numerous services contained within the road including a telecoms junction box, 2 x watermains and a foul sewer line all of which had to remain operational and protected during the works.","domain":"hydraulic_engineering"}
{"url":"http://dggs.alaska.gov/pubs/id/23679","date":"2017-02-27T18:07:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-09/segments/1487501173405.40/warc/CC-MAIN-20170219104613-00530-ip-10-171-10-108.ec2.internal.warc.gz","language_score":0.7332467436790466,"token_count":140,"dump":"CC-MAIN-2017-09","global_id":"webtext-fineweb__CC-MAIN-2017-09__0__22952488","lang":"en","text":"USGS OF 2008-1359\nTitle:Bathymetric and hydraulic survey of the Matanuska River near Circle View Estates, Alaska\nPublisher:U.S. Geological Survey\nOrdering Info:USGS Publications Warehouse\nKeyword(s):Coastal and River; Coastal and River Hazards; Engineering; Engineering Geology; Erosion; Geology; Hazards; Resources; River Erosion; Water;\nConaway, J.S., 2008, Bathymetric and hydraulic survey of the Matanuska River near Circle View Estates, Alaska: U.S. Geological Survey Open-File Report 2008-1359, 20 p.","domain":"hydraulic_engineering"}
{"url":"https://bluegnu.co.za/4073-wilge-river.php","date":"2024-03-02T00:48:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475711.57/warc/CC-MAIN-20240301225031-20240302015031-00848.warc.gz","language_score":0.9336258172988892,"token_count":120,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__174084177","lang":"en","text":"Afrikaans name: Wilgerivier\nThe source of the Wilge River is near the border between Free State and KwaZulu-Natal near Swinburne. The Wilge River ends when it flows into the Vaal Dam.\nSterkfontein Dam is on the Wilge River. Water in the dam is predominantly pumped from KwaZulu-Natal to help supplement the water supply in Gauteng.\nAlong its course the Wilge River is joined by the Meul River, Cornelis River and Liebenbergsvlei.","domain":"hydraulic_engineering"}
{"url":"https://broszengineering.com/r-projects/sddot-center-street-structure-replacement/","date":"2024-02-22T14:14:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473819.62/warc/CC-MAIN-20240222125841-20240222155841-00181.warc.gz","language_score":0.9061893820762634,"token_count":175,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__61727136","lang":"en","text":"MADISON, SOUTH DAKOTA\nSpanning across Park Creek along Center Street in Madison, SD, this box culvert project replaced an aging and deteriorating box culvert structure. With design and funding completed by SDDOT, the Sioux Falls Area SDDOT Office then hired Brosz to provide full construction engineering services. Services included construction administration, construction inspection, materials testing, construction staking, and project close-out.\nAfter record-setting precipitation and scheduling delays, construction commenced in July 2020 and was finalized in November 2020. Project work activities and improvements included:\n- Temporary channel diversion\n- Retrofit of City of Madison water main below new box structure\n- CIP 3-9’x6’ box culvert construction\n- Reconstruction of historical rock channel wall with new concrete foundations\n- Construction of improved sidewalk with pedestrian railing","domain":"hydraulic_engineering"}
{"url":"https://www.buildinglinks.ca/around-town-construction-report-for-john-hart-dam-generating-station-replacement-project/","date":"2022-08-19T07:31:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882573630.12/warc/CC-MAIN-20220819070211-20220819100211-00027.warc.gz","language_score":0.9210008978843689,"token_count":257,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__110363706","lang":"en","text":"Around Town: Construction Report for John Hart Dam Generating Station Replacement Project\nDrilling for the surge chamber at the John Hart Dam generating station replacement project has begun, along with blasting for the 1,575 metre power tunnel from the powerhouse to the reservoir and at the tailrace area. One sealing cell at the cofferdam is complete, and the other is still under construction.\nDrilling, blasting and excavation for construction of the tailrace will continue through the month of October. The cofferdam is expected to be complete in December. Retaining walls will then be built and the area dewatered. Powerhouse vertical excavation is expected to be complete in March and concrete work will begin in April of next year.\nTree removal is almost complete for the construction access road and surge tank work area. Overburden will be removed in October to access the subgrade below and allow for continued construction and preparation for the surge tank.\nFor more information on the John Hart Dam generating station replacement project, visit the BC Hydro website.\nReceive up-to-date information on building permits, tenders, proposed developments and construction news for the Comox Valley, Campbell River, Port Hardy, Powell River and more locations on the North Island.Click here for 4 FREE Issues","domain":"hydraulic_engineering"}
{"url":"https://nationtalk.ca/story/province-advises-lake-st-martin-emergency-outlet-channel-to-close","date":"2023-12-03T20:29:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100508.53/warc/CC-MAIN-20231203193127-20231203223127-00547.warc.gz","language_score":0.9461597204208374,"token_count":536,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__182812225","lang":"en","text":"Province Advises Lake St. Martin Emergency Outlet Channel to Close\nAugust 14, 2015\nManitoba Infrastructure and Transportation’s Hydrologic Forecasting Centre advises closure of the Lake St. Martin emergency outlet channel will begin this week. The targeted water level through the operation of the emergency channel has been reached within the time frame set out in the province’s temporary authorization from the federal government’s Fisheries and Oceans Canada, set to expire Aug. 31.\nThe channel was reopened last summer following unusually high rainfalls across the prairies in June of 2014.\nThe Fairford River carries Lake Manitoba waters into Lake Pinemuta and then into Lake St. Martin. The Dauphin River carries Lake St. Martin waters into Lake Winnipeg.\nThe current level of Lake St. Martin is 801 feet and is expected to drop to 800.1 ft. by freeze-up, within the desired operating range. The Dauphin River flow is 7,200 cubic feet per second (cfs) and is forecast to drop to 5,500 cfs by freeze-up.\nThe level on Lake Manitoba is 812.5 ft. and is expected to be about 811.8 ft. at freeze-up, within the operating range established by the 2012 Lake Manitoba/Lake St. Martin Regulation Review Committee. Flows on the Fairford River are currently estimated at 9,680 cfs and are expected to drop to about 5,000 cfs at freeze-up.\nThe emergency outlet channel was built during the 2011 flood to drain flood water from Lake St. Martin and Lake Manitoba. Rock fill will be pushed across the channel entrance to close off the flow of water from Lake St. Martin into the channel. In addition, environmental monitoring will take place during the closure process with continued efforts to minimize effects to local habitat.\nA recent funding commitment of $495 million was announced to construct an additional outlet channel from Lake Manitoba to Lake St. Martin, and the conversion and enlargement of the Lake St. Martin emergency outlet channel. This includes the construction of a permanent structure at the start of the Lake St. Martin channel, as well as an enhancement of the outlet channel. The project also involves the construction of a permanently engineered channel with an outlet to Lake Winnipeg, bypassing Dauphin River First Nation. The permanent structure will significantly reduce the economic burden that chronic flooding has had on the Province of Manitoba. The Manitoba government will invest $330 million in the project as part of Manitoba’s $5.5-billion, five-year core infrastructure plan.\n– 30 –","domain":"hydraulic_engineering"}
{"url":"https://www.newsanalysisindia.com/villages-of-sarguja-will-come-under-submergence-of-approved-dam-in-jashpur-district/","date":"2023-05-30T20:19:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224646144.69/warc/CC-MAIN-20230530194919-20230530224919-00529.warc.gz","language_score":0.9562757611274719,"token_count":460,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__302441668","lang":"en","text":"Villages of Sarguja will come under submergence of approved dam in Jashpur district\nProtest has intensified over the construction site of the Shekharpur Large Reservoir Scheme, an ambitious irrigation project in the Sitapur region. Opening a front against this irrigation project, the people of a dozen villages have submitted a memorandum to the police station in the name of the Governor, Chief Minister, along with the regional MLA and Food Minister Amarjeet Bhagat, demanding construction of a dam at the proposed site instead of the area being surveyed. They say that if the dam is not constructed at the proposed site instead of the surveyed area, then people of a dozen affected villages in the dam will mobilize in protest against it, which will be the responsibility of the administration.\nA large reservoir is to be constructed at Shekharpur in Sitapur to provide irrigation facilities to the un-irrigated areas of Jashpur and Surguja districts. The dam is proposed to be constructed after surveying the Ib River at Dhandapani in Jashpur district and the Maini River area of Shekharpur for construction of the dam under this project. It is alleged that instead of conducting the survey here, instead of conducting the survey here, Suri village in Surguja is surveying the Mani river area flowing through Dhondhagav, Shivnathpur, Petla, Thoothama so that the dam can be constructed here.\nIn fact, Shekharpur is a village in Jashpur district and this is the name of the scheme, under which this dam is proposed to be built on the Maini river flowing through here, but the construction agency is called Thoothiama, Sarhadi village in Sarguja district, 40 km from here. The main river flowing over the place wants to build a dam on the river. With the construction of this dam here, Dhodhagaon Shivnathpur Petla Kerju, Kunmera, Sarga, Gersa Kathbuda, Ara, Ghasidih, Vansipur, Hardisad will come in the Duban region. People will have to bear the pain of displacement.","domain":"hydraulic_engineering"}
{"url":"https://www.powermaster.in/en/bolting-tools/hand-pump-pu-hp-1500.asp","date":"2023-02-01T08:32:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499919.70/warc/CC-MAIN-20230201081311-20230201111311-00022.warc.gz","language_score":0.7521886825561523,"token_count":152,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__84937794","lang":"en","text":"This hand pump is specialy designed for bolt tensioner applications. The pump is compact and light in weight with longer handle needing very little effort to generate max working load. All pumps are supplied with suitable fittings and stainless steel 70 mm dia pressure gauge.\n|Model No.||Description||Usable Oil\n|PU-HP-1500||1500 bar Hand Pump c/w 200 bar gauge||3.0||HCS-150-F||615||200||190||12|","domain":"hydraulic_engineering"}
{"url":"http://www.studioaltieri.it/en/projects/detailed-design-sewage-treatment-plant-municipality-avola","date":"2023-06-06T05:40:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224652235.2/warc/CC-MAIN-20230606045924-20230606075924-00531.warc.gz","language_score":0.7716980576515198,"token_count":242,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__169688988","lang":"en","text":"Detailed design of the sewage treatment plant in the Municipality of Avola\nFinal and Detailed Design\nSafety Plan during Design Phase\nImpresa SLED S.p.A.\nMunicipality of Avola\nThe project foresaw the construction of the waste water treatment plant of Avola.\nIn particular the assignment included:\n- the construction of a new sewage network to direct to the new WWTP the waste waters that used to be drained into the sea;\n- a new pumping station;\n- the discharge pipe of the new WWTP (on land and under water pipe);\nMain technical information:\n- Population served: 40,000 equivalent inhabitants\n- Average daily discharge: 11,200 mc/d\n- Main pipe: 1,1 km diameter da 400 a 800 mm\n- Sub marine pipe: 0.5 km diameter 710 mm\n- pressure: 1,2 km diameter 400 mm.","domain":"hydraulic_engineering"}
{"url":"https://www.keysnews.com/community/roadwork/roadwork/article_0c436390-a9b2-11eb-b802-37d64b5995fc.html","date":"2021-06-19T21:12:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623487649731.59/warc/CC-MAIN-20210619203250-20210619233250-00248.warc.gz","language_score":0.8903508186340332,"token_count":183,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__67664323","lang":"en","text":"• Bertha and 1st streets\nThe 1st and Bertha streets roadway and drainage improvement project work will consist of reconstruction and resurfacing the two roads, installing a new stormwater collection system on Bertha Street and rehabilitation of the existing stormwater collection system on 1st Street. Due to the underground work and full-depth road reconstruction, there will be lane closures and detours for extended periods.\n• U.S. 1, Old Seven-Mile Bridge\nBridge rehabilitation project is expected to be completed in February 2022.\n• U.S. 1, various locations\nHurricane Irma bridge repairs, roadway, shoulder, shore, path and fencing projects throughout the Keys. Also, various landscape improvement projects.\n• Channel 5 Bridge\nA bridge rehabilitation project at the S.R. 5/Overseas Highway over Channel 5 Bridge has begun. Estimated project completion is August 2023.","domain":"hydraulic_engineering"}
{"url":"http://palakkad.net/travel/mangalamdam.htm","date":"2019-11-21T00:04:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-47/segments/1573496670643.58/warc/CC-MAIN-20191121000300-20191121024300-00224.warc.gz","language_score":0.9401051998138428,"token_count":124,"dump":"CC-MAIN-2019-47","global_id":"webtext-fineweb__CC-MAIN-2019-47__0__28854783","lang":"en","text":"Dam is 48 km from Palakkad The\nMangalam Dam is constructed on the river Cherukunnapuzha, a tributary of\nthe river Mangalam. A popular picnic site, The Mangalam Dam is located\nsouth of Palakkad town. The construction of the scenic dam was completed\nin the year 1956\nthe Alathur - Vadakkanchery Highway, the reservoir fringes on the forest\narea teeming with wildlife like deer, elephants and a variety of birds.\nThe entire area is quite fascinating with beautiful parks, lawns and statues","domain":"hydraulic_engineering"}
{"url":"https://innotechalberta.ca/research-facilities/hot-oil-flow-loop/","date":"2021-10-15T20:50:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323583083.92/warc/CC-MAIN-20211015192439-20211015222439-00043.warc.gz","language_score":0.8922046422958374,"token_count":110,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__90988848","lang":"en","text":"Hot Oil Flow Loop - InnoTech Alberta\nThe Hot Oil Flow Loop is a recirculating loop with a heat jacketed holding vessel. The loop is fully instrumented and allows for inline installation of flow devices, such as orifice plates, or meters. The flow rate, pressure and temperature of the oil can be changed for evaluating the devices at different viscosities and flow rates. The operational conditions of the flow loop can be modified up to a maximum temperature of 90⁰C and up to a maximum pressure of 4 MPag.","domain":"hydraulic_engineering"}
{"url":"http://www.cityofpae.sa.gov.au/page.aspx?c=54456","date":"2020-02-23T14:50:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875145774.75/warc/CC-MAIN-20200223123852-20200223153852-00295.warc.gz","language_score":0.9025465250015259,"token_count":221,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__184504112","lang":"en","text":"We recently commenced stormwater works along Marmion Avenue in Kilburn which is one part of a catchment wide solution to reduce flooding. The works are in relation to the proposed link between the Main North Road stormwater drain to the North Arm East open drain located at the western end of Marmion Avenue. Once works are complete, this will provide flood relief for the area surrounding the Main North Road and Grand Junction Road intersection.\nThis new stormwater drain will increase the capacity of the existing system and divert 70% of the water within the Main North Road drain away from Grand Junction Road to be discharged directly to the North Arm East open channel which will reduce the effects of overland flows and local flooding.\nThe North Arm East catchment area covers the suburbs of Northfield, Northgate, Lightsview, Clearview, Broadview, Sefton Park, Blair Athol, Enfield, Kilburn, Gepps Cross and Wingfield.\nFor any questions regarding the project please contact Nick on 8405 6600 or email firstname.lastname@example.org","domain":"hydraulic_engineering"}
{"url":"https://www.fergusonindustrial.com/product/globe-valves/","date":"2024-02-21T11:48:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473472.21/warc/CC-MAIN-20240221102433-20240221132433-00065.warc.gz","language_score":0.8652110695838928,"token_count":102,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__49965173","lang":"en","text":"CONTROL YOUR FLOW\nManual Globe Valves allow for direct control of flow in a pipeline. When using this manual valve, the flow control is managed by lifting the valve plug. It can be used in a fully or partially open position. When used in the partially open position, the inherent design of Globe Valves help reduce the risk of damage to the valve seat or valve plug.\nWe also carry Control Globe Valves.\n*Some manufacturers may not be available for distribution in all states","domain":"hydraulic_engineering"}
{"url":"https://steamesteem.com/boiler-water-level/","date":"2021-08-01T05:16:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046154158.4/warc/CC-MAIN-20210801030158-20210801060158-00508.warc.gz","language_score":0.8641108870506287,"token_count":161,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__126987427","lang":"en","text":"Boiler Water Level Sensors\nMarine boiler level differential pressure This boiler level measuring method uses a differential pressure measuring system with \"wet leg\".\nMarine boiler level capacitance electrode An insulated electrode is placed in the boiler and the length should be sufficient to reach the water at all acceptable levels.\nMarine boiler level conductivity electrode It's normally one boiler level electrode for emergency low water level alarm, or two electrodes if also high level alarm is required.\nMarine boiler level float Boiler level float switches have been used for decades as level switches in boilers, but nowadays electrodes have replaced them.\nMarine boiler level displacer A boiler level displacer (a float heavier than the water) is suspended to a spring balance by means of a stainless steel cable or a rod.","domain":"hydraulic_engineering"}
{"url":"https://firstmachineries.com/product/k-dn-40-%C3%B7-dn-400-series/","date":"2024-04-23T07:59:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818468.34/warc/CC-MAIN-20240423064231-20240423094231-00108.warc.gz","language_score":0.9112997651100159,"token_count":156,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__129089412","lang":"en","text":"The wide range of the K+ series is designed to pump wastewater containing gases and solids. The excellent performance of the hydraulic profiles ensures maximum efficiency. The special compact size of the pump ensures total reliability and ease of installation The K+ Energy pumps are designed to ensure premium efficiency thanks to the IE3 efficiency motors. The patented “DryWet” cooling system allows use both in the tank and the dry chamber. Extreme reliability, sturdiness and durability thanks to the innovative K+ non-stop anti-clogging system. Ideal for the treatment and transport of wastewater, industry and stormwater. The K+ ENERGY range is now more extensive thanks to the new electric pump models with twin-blade open impellers, which ensure excellent efficiency above 80%.","domain":"hydraulic_engineering"}
{"url":"http://www.kraeved48.ru/developers/lower-mississippi-river-stages.php?replytocom=1","date":"2022-11-30T23:06:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710777.20/warc/CC-MAIN-20221130225142-20221201015142-00193.warc.gz","language_score":0.7672684788703918,"token_count":328,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__299036555","lang":"en","text":"US National Weather Service Lower Mississippi River Forecast Center. likes · 9 talking about this. Facebook posts do not always reflect the most.\nRollin' on the River – Mississippi Roads\nLatest River Stages & Forecasts · Mississippi River · Atchafalaya River · Amite River · Comite River · Tickfaw River · Natalbany River · Tangipahoa River · Additional.\nRiver Stages ; Chester, Mississippi River, ft. ; Thebes, Mississippi River, ft. ; New Madrid, Mississippi River, ft. ; Caruthersville, Mississippi.\nThe Lower Mississippi River (LMR) predictably overtops its banks during the spring flood, resulting in strong but temporary hydrological connection with. Explaining River Stages · Stage – the level of the water surface of a river or stream above an established gauge datum at a given location. · Bankfull Stage –. Water Level. For current river stages and forecasts click on the following link: Mississippi River Stages. Additional Information. Lower Mississippi River.\nStream Name: Mississippi River Gage Zero: 0 Ft. GAGE Flood Stage Ft. Record High Stage Ft. Longitude: Latitude: River Mile.: Lower mississippi river stages\n|Hand foot mouth disease contagious||Brooklyn adult learning center|\n|NEUTROGENA RAPID WRINKLE REPAIR SERUM||876|\n|ATOMIC STRUCTURE WORKSHEET ANSWERS|\n|Lower mississippi river stages||740|\n|Square root of a negative number||527|","domain":"hydraulic_engineering"}
{"url":"https://nidagraveluk.co.uk/rainwater-management/","date":"2024-02-26T08:47:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474653.81/warc/CC-MAIN-20240226062606-20240226092606-00698.warc.gz","language_score":0.8925691246986389,"token_count":187,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__118685275","lang":"en","text":"Rooftop Attenuation System for Blue-Green Roofs\nNidaroof forms part of a blue roof system designed for the storage and temporary attenuation of rainwater on flat roofs. Slow the rate at which rainwater is released from the roof and form part of a rooftop sustainable urban drainage solution (SuDS).\nUndergound Stormwater Management System\nThe Nidacell EP is a lightweight rainwater storage system designed and manufactured by Nidaplast. Nidacell EP can be used for underground stormwater retention, attenuation and infiltration projects to meet the SuDS requirements of the site.\nUndergound Geocellular Attenuation and Infiltration\nThe Azbox stormwater system is a geocellular attenuation, infiltration, and temporary storage solution for rainwater, stormwater, and surface water that can be integrated into any sustainable urban drainage scheme to help manage rainwater at source.","domain":"hydraulic_engineering"}
{"url":"https://www.farrans.com/project/roe-valley-hydro-electric-power-restoration-scheme/","date":"2023-11-29T05:33:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100056.38/warc/CC-MAIN-20231129041834-20231129071834-00471.warc.gz","language_score":0.856347382068634,"token_count":146,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__80856403","lang":"en","text":"This project involved the installation of a hydroelectric turbine unit within the existing powerhouse.\nNI Environment Agency\nWorks on this project involved:\n- Construction of a new intake structure and inlet works at the entrance to the millrace\n- Localised repairs to the existing Millrace\n- Laying of a Penstock from the Millrace to the turbine house intake tunnel\n- Working within the existing underground tunnel and turbine chamber\n- Alteration works to the existing tailrace including the manufacture and fixing in position of screens\n- Modifications within the powerhouse.\nServices & Expertise\nThis project built on Farrans experience in the renewables sector, demonstrating the capabilities to adapt existing infrastructure to meet the needs of the future.","domain":"hydraulic_engineering"}
{"url":"http://cippublic.srcity.org/ProjPages/2079.html","date":"2019-05-25T11:04:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232258003.30/warc/CC-MAIN-20190525104725-20190525130725-00206.warc.gz","language_score":0.8441951274871826,"token_count":168,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__127909873","lang":"en","text":"Farmers Lane Well Facility Pump Replacement Project\nEstimated Construction Schedule: Slated to begin October, 2017 and is anticipated to be completed March, 2019.\nConstruction Contract Amount: $217,986\nProject ID #: 2079\nIn order to meet the proposed construction schedule for the Farmers Lane Well Rehabilitation Project, the well pumps will need to be pre-purchased due to the long lead time. A submersible pump is planned to be installed in W4-1 with a nominal pumping capacity of about 840 gpm. A vertical turbine pump is planned to be installed in W4-2 with a nominal capacity of about 1,660 gpm, providing a total capacity of 2,500 gpm.\nAssociate Civil Engineer\nCity of Santa Rosa\nC02079 Bid Tab\nClick for larger image","domain":"hydraulic_engineering"}
{"url":"https://grid-engineers.com/?portfolio=long-term-stability-analysis-of-messochora-village","date":"2022-10-05T08:19:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337595.1/warc/CC-MAIN-20221005073953-20221005103953-00255.warc.gz","language_score":0.943181037902832,"token_count":163,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__178871555","lang":"en","text":"Long-term stability analysis of Messochora Village\nThe Mesochora Dam is a 150-m tall concrete-face rock-fill dam on the Acheloos River near Messochora in Trikala, Greece. Although the construction of the Dam was completed in January 2001, the reservoir has yet to be filled due to a variety of legal disputes, one of which is the long-term stability of the hillside village of Messochora.\nIn this project we acted as a consultants of the dam owner and operator (Public Power Corporation) to assess the stability of the natural slope under rapid drawdown conditions, estimate the earthquake-triggered landslide potential of Messochora Village and conclude on the adequacy of proposed remediation actions.\nClient: PPC SA, GREECE","domain":"hydraulic_engineering"}
{"url":"https://www.bpo.nz/pukete-digesters","date":"2021-03-07T14:32:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178377821.94/warc/CC-MAIN-20210307135518-20210307165518-00404.warc.gz","language_score":0.9824798703193665,"token_count":114,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__156247193","lang":"en","text":"The Pukete Wastewater Treatment Plant included two mesophilic anaerobic digesters, designed for treating primary sludge only. The capacity of the facility was limited and additional capacity was required.\nBPO staff designed and installed recuperative thickening along with improved mixing in the two mesophilic digesters.\nThe capacity of the system was increased by nearly 100% and the system is more stable and has a higher volatile solids degradation. The system is more easily operated and has sufficient capacity for approximately another 10 years, at very small capital expenditure.","domain":"hydraulic_engineering"}
{"url":"https://www.perryspoolpump.com/product/little-giant-cal-pump-t4000-torpedo-pond-pump/","date":"2024-02-27T03:23:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474670.19/warc/CC-MAIN-20240227021813-20240227051813-00055.warc.gz","language_score":0.8939021229743958,"token_count":144,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__176379224","lang":"en","text":"The Little Giant Cal Pump Torpedo pump was built to be a lightweight pump with pond enthusiasts in mind. Its sealed, pump through, water cooled design can be used as a submersible or hidden away and used safely outside of the water. With its low current draw and high flow it’s the clear choice.\n- Provides 4000 GPH (1′ of lift)\n- Start Capacitor for low energy consumption\n- Self Cooling via Pumped Water\n- Includes 20′ Power Cord\n- Built with Non-Corrosive Materials\n- High Flow Large Inlet/Outlet\n- Can function as a Submersible\n- Carrying Handle\n- Salt Water Safe!","domain":"hydraulic_engineering"}
{"url":"http://akrsp.org.pk/index.php/projects/ongoing/hydropower-renewable-project/","date":"2023-10-02T06:01:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510967.73/warc/CC-MAIN-20231002033129-20231002063129-00462.warc.gz","language_score":0.9738483428955078,"token_count":114,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__118203997","lang":"en","text":"Hydropower Renewable Project\nThrough the support of KFW and PPAF, two Mini Micro-hydel projects are under construction in Yarkhun and Koh Union Council of Chitral. Total installed capacity of MHPs is 441 Kw which will benefit 414 households. Almost of 70% of physical works has been completed. Total allocated budget for these two projects are PKR 183 Million. Project has been formally started from September 1, 2014 which will be extend up to June 2018. More importantly, civil works will be completed by December 31, 2017.","domain":"hydraulic_engineering"}
{"url":"http://seouzmani.co/12v/12v-hydraulic-solenoid-valve-wiring-diagram","date":"2018-10-18T04:35:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583511703.70/warc/CC-MAIN-20181018042951-20181018064451-00512.warc.gz","language_score":0.8322916030883789,"token_count":283,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__118019804","lang":"en","text":"Disclaimer: We don’t host ANY of these image files. We never store the image file in our host. We just links to many other sites out there. If you need to remove any file, please contact original image uploader.\nMore keywords like 12v Hydraulic Solenoid Valve Wiring Diagram other people like :\nToday we have 12v hydraulic solenoid valve wiring diagram that offers along 14 pictures along with Two-Phase Wiring Diagram 230V also with Hydraulic Motor Circuit Diagram together with Hydraulic Solenoid Coil Wiring Diagram together with Meyer E-58H Plow Wiring Diagram including Solenoid Valve Schematic including Dump Trailer Solenoid Wiring additionally 4 Post Solenoid Wiring Diagram along with Meyers Plow Wiring Diagram Chevy furthermore Hydraulic Solenoid Pressure Troubleshoot as well as Hydraulic Dump Trailer Solenoid Wiring.\n12v hydraulic pump as well as 12 volt linear actuator wiring diagram furthermore old_warn_winch_wiring along with reverse winch wiring diagram furthermore safety relief valve diagram along with hydraulic power inc moreover hydraulic solenoid valve wiring diagram moreover 12 volt hydraulic valves wiring diagram furthermore parker valve diagram\n12 volt hydraulic control valve wiring diagram additionally hydraulic selector valve also with monarch hydraulics wiring diagram together with parker hydraulic pump wiring diagram","domain":"hydraulic_engineering"}
{"url":"http://ppp.icrc.gov.ng/project/115","date":"2018-03-19T18:40:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257647044.86/warc/CC-MAIN-20180319175337-20180319195337-00541.warc.gz","language_score":0.9407414793968201,"token_count":942,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__211437092","lang":"en","text":"Nigeria with a population of 180 million people has a total installed electricity generation capacity of 8,644 MW. However, the peak generation is much lower at around 4,000 MW. The reasons for the shortfall in generation can be attributed to the inadequate fuel supply to thermal plants which constitute over 80% of the installed capacity, hydro-logical factors for hydro power stations, maintenance outages at power plants and transmission & distribution outages. The Peak demand is forecasted at 12,800 MW. When seen against the available power of less than 4,000 MW, it can be noticed that there is a peak load shortage of more than 8,000 MW. As a result, the available generation capacity is less than one-third of the total peak demand for electricity.\nDescription of asset\nThe dam is built on the River Niger, just upstream of Kainji Island and has two rock fill embankments separated by an intake dam and spillway. The plant consists of eight units with a total installed capacity of 760 MW.\nKainji dam is located in Borgu LGA of Niger State. Kainji Dam comprises the civil dam structure, the gated spillway, the hydroelectric turbine and generators, and a navigation lock, with monitoring and control systems to all these.\nthe development perimeter comprises the main concrete gravity dam with earth embanked dams on either side of the main and saddle dams, which closes a secondary valley, and two gates. The main dam is 550m long with a maximum height of 64m. It comprises the water intakes, the flood evacuator and the abutments. The powerhouse is located downstream of the dam, on the right bank, and at right angles to the water intakes. The reservoir, which presently forms the Lake Kainji, is 136 km long and has a capacity of 15 billion m³.\nThe Kainji powerhouse is equipped with eight turbine-alternator groups including four Kaplan type rated at 80 MW, two turbines also Kaplan type rated at 100 MW and two propeller turbines rated at120 MW. The available head ranges between 23.8 m and 41.2 m according to the water level in the reservoir.\nThe development perimeter comprises the main concrete gravity dam with earth embanked dams on either side of the main and saddle dams, which closes a secondary valley, and two gates.\nDescription of services\nThe PPP Contract is to; operate, maintain,refurbish and expand the power stations; design and conduct restorations; generate power, sell the electricity and provide ancillary services. These services are to be performed in such a way as to increase the available capacity of the power station. The dam stores and safely releases water to generate hydroelectric power, provides flood protection and, supports navigation. The dam generates renewable energy\nRationale for selection of PPP model\nThe project was conceptualized for the Design, Rehabilitate, Operate, Maintain (recover capacity )and Provision of ancillary services.\nhydro power is a clean, efficient and dependable source of electric power at affordable prices. The technology for small hydro is mature and has been in use for decades. The nature of a hydro power project causes limited impact on the flora and fauna of the project area, has no displacement or rehabilitation impact on human\nThe services in the project requires the operation and maintenance of the existing capacity of the power station , to restore generation capacity which is currently damaged and to design construct , operate and maintain new generation capacity and to comply with the performance requirements and standards detailed in the agreement .\nStakeholder engagement carried out during the PPP process. Stakeholder identification and vulnerability analysis of existing communities carried out, implementation and periodic review of stakeholder engagement plan to address issues of power supply equity in surrounding communities. Project update consultation events undertaken with communities within the environmental and social areas of influence.\nPublic grievance mechanisms (PGM) developed for appropriate use for local communities based on existing standards. PGM disseminated to communities within area of influence through respective channels. The PGM addresses how parties can raise grievances with the management directly and has been distributed to residents of surrounding communities\nProject Summary document\nThe Kainji/jebba and Shiroro Hydro Power Plants Concession was undertaken by BPE during the global privatization of unbundled PHCN successor\ncompanies. The transaction commenced (in 2007) before the inauguration of the ICRC; was stalled and subsequently re-commenced .The transactions were guided by the approvals\nreceived by NCP alongside the other GENCO’s and DISCO’s.","domain":"hydraulic_engineering"}
{"url":"http://kosen-valve.com/product/page-7.html","date":"2022-01-17T23:27:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320300624.10/warc/CC-MAIN-20220117212242-20220118002242-00318.warc.gz","language_score":0.9152902960777283,"token_count":1507,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__80649083","lang":"en","text":"Forged Bronze Check Valve\nKOSEN Forged Bronze Check Valves is used to prevent back flow in the line .Flow is in a straight line through the valve resulting in minimal pressure drop . The disc swings into the open position as the media flows through the line .Back pressure in the line holds the disc in the closed position .\nKOSEN Forged Bronze Check Valves may be installed in horizontal or vertical lines ,but must be installed in proper relation to the media flow as indicated by the flow direction arrow marked on the body .\nButterfly Type Check Valve\nKOSEN Butterfly Type Check Valves is a double offset , triple offset butterfly type check valve. It is equipped with a buffer to slow down the closing speed to make partial medium enter the system in order to greatly eliminate the backflow slamming and the destructive pressure surge when pump stops working. It is mainly mounted at outlet side of the pump station in industrial water recycling supply system, urban water supply system, high-rise buildings and modern hotels. The model is designed to have non-vibration non-slam performance in consideration of special application environment. It has good sealing, smooth operation, long service life, energy saving advantage to make the living environment quiet and comfortable.Learn More\nDIN Lift Check Valve\nKOSEN DIN Lift Check Valves is used to prevent back flow in the line .Flow is in a straight line through the valve resulting in minimal pressure drop . The disc swings into the open position as the media flows through the line .Back pressure in the line holds the disc in the closed position .\nKOSEN DIN Lift Check Valves may be installed in horizontal or vertical lines ,but must be installed in proper relation to the media flow as indicated by the flow direction arrow marked on the body .\nCast Iron Check Valve\nThe valve disc of the swing check valve is disc shaped and rotating around the seat channel. Because the valve channel is streamlined, the flow resistance is smaller than the lift check valve. It is suitable for a large aperture with low flow velocity and unchangeable flow, but it is not suitable for pulsating flow, and its sealing performance is less than the lifting type. The swing check valve is divided into three types, single valve, double valve and multi half. These three forms are divided mainly according to the valve diameter. The purpose is to prevent the hydraulic shock from stopping the flow or reverse flow of the medium.Learn More\nBolted Cover Tilt Disc Check Valve\nThe product is composed of valve body, guide body, axial movement valve disc and spring component. The product can effectively prevent the reflux of the medium. Ensure the safety of the pipeline. The valve body, disc and tail are designed as streamlined passageways with good fluid performance, minimizing flow resistance and pressure. Using high performance spring material HT/INCONELX-750, it has excellent corrosion resistance, antioxidant and excellent mechanical properties, and ensures the running state of the spring under the long working condition. Mute operation eliminates noise and water hammer in valve piping to ensure safety of equipment and piping. The opening and closing reaction is fast, and the high reliable preload spring enables the disc to respond quickly to the change of fluid pressure. Compact structure, convenient installation, vertical and horizontal installation. The valve is made of alloy steel overlaying welding cover, wear-resistant, corrosion resistant and long life.Learn More\nAxial Flow Check Valve\nThe KOSEN Axial flow Check Valve is composed of valve body, valve seat, guide body, disc, bearing and spring. The internal flow path is streamlined design, the pressure loss is small, the valve opening and closing stroke is very short, the pump can be closed quickly when the pump is stopped, so as to prevent the sound of the huge water hammer and form the silent effect. The valve is mainly used in water supply, drainage, fire fighting, HVAC, petrochemical, electric and other industrial projects. It can be installed at the outlet of the pump to prevent the reverse flow of medium and the damage to the equipment by water hammer.Learn More\nBall Type Check Valve\nThe KOSEN Ball Type Check Valves is composed of valve body, valve plate and spring. It is suitable for the supply and drainage pipes. The valve is guided by the central axis of both ends of the import and export. The valve is flexible and can be installed horizontally or vertically. The valve disc is loaded by spring, and its quick closing can effectively reduce the water hammer pressure, seal performance is good, shut off without noise. It has the advantages of small volume, light weight, small fluid resistance, fatigue resistance and long life.Learn More\nCast Steel Non-slam Nozzle Check Valve\nThe KOSEN Non-slam nozzle check valves is a streamlined venture port design so as to reduce pressure loss. This series valve disc is the only moving part to minimize internal wear and compressed disc spring initiates valve closure as flow slows down and provides quick reaction on flow velocity change. It can be used in a wide range of critical and demanding services applications such as fast reversing reciprocating compressor system or installations where the check valve must be placed in close proximity to the pump inlet or outlet.Learn More\nWafer Dual Plate Check Valve\nThe clamp lift check valve is a valve which is automatically opened and closed by the flow of the medium itself, and is used to prevent the reverse flow of the medium. It is also called a reverse check valve, a one-way valve, a countercurrent valve, and a back pressure valve. The check valve is an automatic valve. Its main function is to prevent the backflow of the medium, prevent the reversing of the pump and drive motor, and the discharge of the container medium. The check valve can also be used to supply pipelines where the pressure may exceed the system pressure. Check valves can be divided into swing check valves (with center of gravity rotation) and lift check valves (along the axis). Valves of this type should be installed horizontally in pipes.Learn More\nCast Steel Lug Wafer Dual Plate Check Valve\nKOSEN Cast Steel Lug Wafer Dual Plate Check Valves has retainer and retainerless type design. Dual-disc check valves have the advantage of zero leakage toward outside, cost saving. It can be installed in any line orientation, superior seal performance. Valves are designed in accordance to API 594 and have dual disc or single disc design and pin can be retainerless type.Learn More\nInner Wafer Dual Plate Check Valve\nKOSEN Inner Wafer Dual Plate Check Valves are suitable for using on various kinds of pipeline from Class150 To Class2500, PN20 To PN420 to cut off or connect the flowing of medium. By using different material, the valves could be suitable for medium such as water, steam, oil, nitric acid, acetic acid, oxidizing substance, carbamide and etc.Learn More\nWafer Lift Check Valve\nThe Wafer Lift Check Valves consists of valve body, disc and spring. It is installed horizontally or vertically in the pipeline system to prevent the media from backstreaming. The valve has the advantages of short structure, small volume, light weight, quick closing of disc, small water hammer pressure, smooth flow passage, small fluid resistance, sensitive action and good sealing performance.Learn More","domain":"hydraulic_engineering"}
{"url":"https://www.varelaplanroom.com/jobs/12247/specs/west-coulee-dam-lift-station","date":"2021-06-12T13:39:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623487584018.1/warc/CC-MAIN-20210612132637-20210612162637-00616.warc.gz","language_score":0.8416860699653625,"token_count":137,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__175922230","lang":"en","text":"West Coulee Dam Lift Station\nThe Project includes reconstruction of the Town of Coulee Dam’s West Coulee Dam Lift Station. Major elements of work generally include: temporary bypass pumping, demolition of existing facilities, new precast concrete wet well and valve vault, duplex submersible pump system, retrofitting of existing concrete Imhoff tank, electrical and controls, new backup generator, piping and valving, connection to existing force main, earthwork, site improvements and surface restoration, and associated work.\nSpecifications (click to expand/collapse)\n|West Coulee Dam Lift Station - Specs - 2021.04.21||14.9 MB|","domain":"hydraulic_engineering"}
{"url":"http://www.cambstimes.co.uk/news/first_stage_of_26m_flood_defence_scheme_to_improve_fenland_floor_storage_reservoir_gets_under_way_1_2343715","date":"2013-12-12T05:23:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1386164540183/warc/CC-MAIN-20131204134220-00062-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.938051164150238,"token_count":416,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__17778804","lang":"en","text":"December 12 2013 Latest news:\nStory by: JOHN ELWORTHY\nMonday, August 19, 2013\nFIRST stage of a £26m flood defence scheme to improve the safety of a flood storage reservoir dam at Whittlesey has started.\nThe Environment Agency led project will strengthen the dam of the flood storage reservoir downstream of Peterborough by reshaping it and placing extra material at the base of the bank.\n16km of the South Barrier Bank, which forms the reservoir dam between Stanground and Ring’s End near Guyhirn will be improved to reduce the risk of a breach during a flood.\nThe flood storage reservoir protects hundreds of properties, roads, railways and more than 8000 hectares of farmland in the fenland area to the south east of Peterborough.\nGuy Szomi, Environment Agency engineer, said: “We use Whittlesey Washes to store flood water when tides and river flows are high.\n“The Washes play an important part in helping to reduce the risk of flooding and our work will further reduce the risk to people and property.\n“But while the flood storage reservoir is an effective way of reducing flood risk, no type of defence can remove the risk entirely.”\nWhittlesey Washes can be used to temporarily store the equivalent of 14,000 Olympic-sized swimming pools of flood water.\nThe Whittlesey project will take place over four years and has been split into phases. The first phase is taking place between Ring’s End and Coates. The first phase of flood bank strengthening has begun and will end in autumn 2014.\nThe car park at Ring’s End will be closed until December.\nTo minimise disruption and reduce traffic through Whittlesey, Eastrea and Coates, material will be transported to site using the A47, A141 and A605 and a dedicated access track at Goosetree Farm. This means people may notice more lorries than usual along these routes.","domain":"hydraulic_engineering"}
{"url":"https://www.snfloor.com/en/product-119.aspx","date":"2019-08-25T06:46:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-35/segments/1566027323221.23/warc/CC-MAIN-20190825062944-20190825084944-00513.warc.gz","language_score":0.6943861842155457,"token_count":149,"dump":"CC-MAIN-2019-35","global_id":"webtext-fineweb__CC-MAIN-2019-35__0__78988246","lang":"en","text":"This pump is a single-acting plunger chemistry pump,it’s used for double liquid chemistry grouting.It’s mainly used for curtain grouting,impermeable the wall and plugging,repair the cranny,and it also can used for other projects which purpose is repair the cranny.\nEvery channel capacity flow range\nEvery channel capacity flow ratio\nSafely value diameter\nAddress：Address: 999 Gaoxin Avenue, Donghu New Technologies Development Zone, Wuhan, Hubei Province Tel：027-86328046 0717-6066366 Fax：\nCopyright SafeCleen Technologies Co. Ltd. 2019 all right recevied.","domain":"hydraulic_engineering"}
{"url":"http://cnpiran.com/fa/%D9%85%D8%AD%D8%B5%D9%88%D9%84%D8%A7%D8%AA/%D9%BE%D9%85%D9%BE-%D9%87%D8%A7%DB%8C-%D8%B5%D9%86%D8%B9%D8%AA%DB%8C/2013-12-04-13-37-30.html","date":"2019-04-24T08:23:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578636101.74/warc/CC-MAIN-20190424074540-20190424100540-00077.warc.gz","language_score":0.8805776834487915,"token_count":352,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__138249428","lang":"en","text":"CNP Vertical Turbine Pumps\nThe 4 different model vertical turbine pumps have one thing in common the hydraulic design of the pump bowl assembly. Using a new techniques in turbine pump design. It covers a wide range of hydraulic conditions to meet virtually every pumping service with optimum efficiency.\nSeoca flexibility of design allows the use of a wide range of material and design features to meet the custom requirements of user. No matter what the requirements, whether low first cost, ease of maintenance, optimum efficiency. Tough service conditions, Seoca can make the pump to best satisfy the requirements.\n· VTC Centrifugal or mixed-flow pump for high pressure\n· VTM Mixed-flow pump for high flow and middle pressure\n· VTA Axial-flow pump for high flow low pressure\n· VTG Pump for fire and marine gear box engine driven\nModel VTC (Vertical Industrial Turbine Pumps)\nVTC series is a single or multistage pump with centrifugal or mixed-flow enclosed type impeller, designed for high pressure services.\nModel VTA (Low Head Vertical Turbine Pumps)\nVTA series is a single stage pump with axial-flow impeller, designed for high capacity, low head services.\nModel VTM (High Capacity Vertical Turbine Pumps)\nVTM series is a single stage pump with mixed-flow semi-open or enclosed type impeller, designed for high capacity, medium to high head services\nModel VTG (Right Angle Gear Box Driven Vertical Turbine Pumps)\nVTG series is vertical turbine pump designed for engine driven through a right angle gear box, for the place where electric power is not available services.","domain":"hydraulic_engineering"}
{"url":"https://www.hagueconstruction.co.uk/projects/lexden-bridge/","date":"2024-02-24T17:02:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474541.96/warc/CC-MAIN-20240224144416-20240224174416-00603.warc.gz","language_score":0.92958664894104,"token_count":240,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__71494055","lang":"en","text":"The existing 100 year old Lexden Bridge needed to be demolished and a new reinforced concrete single span bridge.\nThe project involved the careful demolition of the existing bridge before the construction of new in-situ reinforced concrete abutments and a steel beam & reinforced concrete bridge deck, supported on new 15m deep concrete piles.\nThe resultant raised height of the new bridge deck required a change to the vertical alignment of the carriageway approaches on either side.\nA temporary footbridge and footpath was constructed to maintain pedestrian access across the River Colne and an Aquadam and floating pontoon system was employed to enable the watercourse to remain flowing whilst the existing abutments and wing walls were demolished and the new abutments constructed.\nIt was necessary to overcome a further challenge of constant flooding of the site throughout the duration of the works due to its location within a floodplain.\nHague Construction met this additional challenge by means of localised sheet piling and temporary works to protect and mitigate the effect of the flood water on the works and the construction program.\n- Main contractor: Essex Highways\n- Client: Essex County Council\n- Type of work: Civil Engineering","domain":"hydraulic_engineering"}
{"url":"http://scienceasia.org/content/viewabstract.php?ms=2142&v=4","date":"2022-12-05T21:57:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446711045.18/warc/CC-MAIN-20221205200634-20221205230634-00879.warc.gz","language_score":0.8792245388031006,"token_count":389,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__36643264","lang":"en","text":"ScienceAsia 35 (2009): 49-56 |doi:\nEstimation of the URBS model parameters for flood estimation of ungauged catchments in the upper Ping river basin, Thailand\nPunpim Puttaraksa Mapiam, Nutchanart Sriwongsitanon*\nABSTRACT: Flood hydrographs are usually estimated from models on gauged catchments. Flood estimation on ungauged catchments requires relationships between model parameters and catchment characteristics. In this study, both the URBS model and Nedbor-Afstromings model (NAM) were shown to be successful in simulating flood behaviour in the upper Ping river basin, Northern Thailand. To formulate the relationships for applying to ungauged catchments, we chose the URBS model as it requires only 4 parameters whereas the NAM requires 6. The relationships between the URBS model parameters calibrated from 11 runoff stations and the corresponding catchment characteristics were adopted to estimate the URBS model parameters at 4 runoff stations in the target area as if the catchments were ungauged. The results of flood estimation obtained from the ungauged catchment approach were then compared with that gained from the gauged catchment approach. The results revealed that the proposed relationships between the URBS model parameters and catchment characteristics can be confidently applied for flood estimation of the ungauged catchments within the catchment area of the 11 stations used in the formulation process.\n15 Downloads 1030 Views\n|Department of Water Resources Engineering, Faculty of Engineering, Kasetsart University, Bangkok 10900, Thailand\n* Corresponding author, E-mail: email@example.com\nReceived 3 Jul 2008, Accepted 27 Feb 2009","domain":"hydraulic_engineering"}
{"url":"https://jadiflow.be/en/products/pumps/eccentric-screw-pumps/ma-series/","date":"2024-04-23T13:50:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818711.23/warc/CC-MAIN-20240423130552-20240423160552-00324.warc.gz","language_score":0.9082515835762024,"token_count":138,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__202720499","lang":"en","text":"The eccentric worm pump is a displacement pump with a single rotating axle. In addition to the motor, a stainless steel rotor and a rubber stator are the most important pump components. Manufactured from AISI 316 stainless steel, these pumps can pump discharges of up to 100 m3 with pressure up to 24 bar with temperatures up to 100°C.\nThese worm gear pumps can be equipped with various motors: directly coupled motor, reduction motor, motor with variable rotational speed, converted reduction motor. The MA series worm gear pumps have a large intake chamber manufactured from AISI 316L stainless steel. Suitable for pumping products with low and/or medium viscosity.","domain":"hydraulic_engineering"}
{"url":"https://indoorgardening.ie/product/newa-maxi-mj-750-hydroponics-water-pump/","date":"2024-04-14T00:52:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816863.40/warc/CC-MAIN-20240414002233-20240414032233-00014.warc.gz","language_score":0.8618322014808655,"token_count":165,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__135158864","lang":"en","text":"Newa Maxi MJ 750 Hydroponics Water Pump\nPowerful submersible water pump. Used in the Nutriculture large NFT, ebb and Flood and propagation systems.\nAlso very suitable for any DIY hydro systems. Newa Maxi-jet water pumps are one of the market leaders in aquatic pumps , they have a high output with a low power consumption, it can be used externally or submerged in water. Waterproof rotating water outlet, the pump is near silent and will not over heat under heavy use!\nSubmersible multi-use pump\nHigh performance with low power consumption\nMay be used externally or submerged\nWaterproof rotating 360º water outlet Silent, versatile, low-maintenance\nProtected motor will not overheat\nInnovative 3-suction cup mount support bracket","domain":"hydraulic_engineering"}
{"url":"http://www.aryaco.net/en/products-and-equipments/hydraulic-lift-platforms.html","date":"2022-01-21T03:00:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320302715.38/warc/CC-MAIN-20220121010736-20220121040736-00387.warc.gz","language_score":0.9544342756271362,"token_count":106,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__187638444","lang":"en","text":"Hydraulic lift platforms :\nThese professional hydraulic lift platforms have a robust design and high quality manufacturing processes. It is suitable to carry goods between various adjustable working levels. Hydraulic system of these products is set with safety protection equipment, to protect units and carrying loads. Solid structure, stable lifting, capacities, convenient installation, low maintenance is advantage features of the units. Our diverse and fully automated products of hydraulic lifts are designed to lift small to large capacity loads and serve many applications, form pallet handling to heavy equipments.","domain":"hydraulic_engineering"}
{"url":"https://techjetnet.com/chief-minister-punjab-maryam-nawaz-has-set-a-deadline-of-november-2025-for-the-completion-of-duduchha-dam/","date":"2024-04-21T02:52:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817699.6/warc/CC-MAIN-20240421005612-20240421035612-00882.warc.gz","language_score":0.9613903760910034,"token_count":286,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__156616153","lang":"en","text":"Rawalpindi: Chief Minister Punjab Maryam Nawaz set a deadline of November 2025 for the completion of Doduchha Dam and said that additional work force should be deployed at the dam site and work should be started on different sections.\nAccording to details, Chief Minister Punjab Maryam Nawaz reached Duduchha Dam site during her visit to Rawalpindi, where she reviewed the construction activities of Duduchha Dam site in detail.\nOn this occasion, it was informed in the briefing that the work on Duduchha Dam project has been resumed from November 2023, the process of releasing water on the spillway for Duduchha Dam is going on.\nMaryam Nawaz, while setting a deadline of November 2025 for the completion of Duduchha Dam, said that additional work force should be deployed at the Duduchha Dam site and work on different sections should be started.\nThe Chief Minister of Punjab said that Pakistan is on the top of the countries suffering from severe water shortage, more and more dams should be built to save the rainwater from being wasted.\nHe further said that Rawalpindi and other areas are facing severe shortage of water, Duduchha Dam will meet the water requirement, with the construction of the dam, clean water will be available to Rawalpindi and its suburbs.","domain":"hydraulic_engineering"}
{"url":"https://wengen.swiss/en/summer/planning-and-events/sustainability/sustainable-energy/","date":"2023-12-01T15:37:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100290.24/warc/CC-MAIN-20231201151933-20231201181933-00785.warc.gz","language_score":0.8586701154708862,"token_count":180,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__71571358","lang":"en","text":"in the Jungfrau Region\nElectricity on a grand scale\nEight reservoirs and thirteen hydroelectric power plants operated by Kraftwerke Oberhasli AG (KWO) produce energy from hydroelectric power.\nSmall but mighty hydroelectric power station\nThe Chalet-Hotel Schwarzwaldalp has been supplied with electricity from its own hydroelectric power station for over 100 years.\nGenerating energy from wood\nWith CO2-neutral district heating from local woodchips, Holzwärme Grindelwald supplies over 50 hotels, public buildings and private households with thermal energy.\nPhotovoltaic system on the roof\nIn connection with the construction of the new Grindelwald-Männlichen gondola cableway, a photovoltaic system was built on the roof of the Männlichen mountain station to generate electricity.","domain":"hydraulic_engineering"}
{"url":"https://fountainsnozzle.com/product.php?product_id=20&&product_category_name=Fountain%20Nozzeles","date":"2022-07-01T00:50:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103917192.48/warc/CC-MAIN-20220701004112-20220701034112-00461.warc.gz","language_score":0.8150672912597656,"token_count":124,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__62446131","lang":"en","text":"DESIGN / APPLICATION DATA:\nAquascape PF 3400 series Aerating Jets are made from cast bronze, brass and Stainless\nsteel.The unique water level independent and Flow Adjustable Aerating Jets are for installation above water level the complete Jet has to be above water level.\nMaterial of construction is cast bronze and brass with internal air/water ratio adjustment.\nNoise : Good\nVisibility : Excellent\nSplash/Mist : Low to Moderate\nWind Stability : Excellent\nAeration Quality : Excellent","domain":"hydraulic_engineering"}
{"url":"https://www.councilbluffslibrary.org/archive/items/show/135","date":"2022-08-11T18:42:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571483.70/warc/CC-MAIN-20220811164257-20220811194257-00541.warc.gz","language_score":0.8268364667892456,"token_count":232,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__133398609","lang":"en","text":"'Keel\" is laid\n'Keel' is laid: Like the keel of a giant ship, the spillway at Prairie Rose Lake southeast of harlan is beginning to extend up the hill and around behind the dam at the new lake. The spillway will keep the water in the 218-acre lake at a constant level. Work on the 900-foot earthen dam has been completed with the dirt used in forming the dam taken from the spillway area. The project is expected to be completed early this winter. -- Nonpareil Photo.\nPrairie Rose Lake and State Park, Shelby County\nCouncil Bluffs Daily Nonpareil Archives\nBlack and white photograph\nPrairie_Rose_Lake_and_State_Park_ Shelby_ County_10_30_1960.jpg\nCouncil Bluffs, Iowa\n12 cm x 15 cm","domain":"hydraulic_engineering"}
{"url":"http://www.b-tourist.eu/en/power-plant-kraszowice/","date":"2020-10-30T11:01:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107910204.90/warc/CC-MAIN-20201030093118-20201030123118-00253.warc.gz","language_score":0.9606079459190369,"token_count":117,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__208546554","lang":"en","text":"Hydroelectric power plant in Kraszowice\nA small hydroelectric power plant on the Bóbr River. It was built in the years 1931-1932 to a design by architect G. Wolff, using earth-fill weir created during the process of regulation of the Bóbr River around 1900. The facility with the power capacity of 0.960 MW is still active and is owned by TAURON Ekoenergia. The power station has preserved the original equipment from 1932: two Kaplan turbines and Siemens’ vertical synchronous generators.","domain":"hydraulic_engineering"}
{"url":"https://www.kastanienhof-trebendorf.de/Apr/Fri/power/plant/hydraulic/36828.html","date":"2021-01-15T15:22:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703495901.0/warc/CC-MAIN-20210115134101-20210115164101-00270.warc.gz","language_score":0.8536972999572754,"token_count":854,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__273932711","lang":"en","text":"Jan 28, 2019· Lael Morgan, a Croton-on-Hudson resident attending the protest, said the power plant was one aspect of the hydraulic fracturing infrastructure.\nFOR SALE - Saint Louis, MO - dynex Rivett 10HP hydraulic pump. 5gpm works as it should. 3 phase. make offer Location: Moscow mills Price: $1 .\nThis turbine is used in a hydroelectric power plant. Hydro-Electric Power Plant: In 2012, hydroelectric power plants contributed about 16% of the total elec\nOct 14, 2013· The power plant is installed with eight units of 800MW each and comprises various structures for flood discharge, diversion, powe\nThe Beaver River Power Company built the original Lower Malad Power Plant in 1911 on the Malad River. Idaho Power acquired the plant in 1916.\nHydro power plants Tail water Draft tube gate Draft tube Turbine Main valve Penstock Air inlet Inlet gate Surge shaft Tunnel Sand trap Trash rack ...\nDec 30, 2018· The surge tank is also a protective accessory associated with hydroelectric power plant. It is situated just before the valve house.\nThe Solution: Hydraulic Power Units for Hydro Power Plant Maintenance. Pneumatic and Hydraulic Company was approached by Louisiana Hydroelectri\nP ower plants usually employ the use of different kinds of pumps for a wide range of operations. For instance, boiler feed pumps are crucial for the\nHYDRO-Power-Plant-Presentation by us.ppt - Free download as Powerpoint Presentation (.ppt), PDF File (.pdf), Text File (.txt) or view presentation slides o\nPower lines - Out of every power plant come four wires: the three phases of power being produced simultaneously plus a neutral or ground common to all three.\nAug 20, 2013· Hydroelectric Power Plant - Duration: 6:06. Cognifront Engg Edu 938,518 views. 6:06. Dam Construction Film - 3D Animation by Graffit\nPower Plant. High efficiency circulating water pump. As the demand for electric power increase, thermal power plants are being built in greater numbers and on\nSep 27, 2015· Hydraulic power plant 1. POOJA S NATHAN S1 BT(2014 BATCH) SCET KODAKARA 2. Energy HydroHydro powerpower Nucl ea r f uel s Re ne wable e ne rg\nMain Types of High – Head Power Plant Developments Power plants operating under a head higher than 50 m may be termed as high-head power plan\nShenyang German Machine Hydraulic Transmission Machinery Co., Ltd. is leading manufacturers and suppliers of Thermal Power Plant, Hydraulic Coupling, Co\nThe generation aspect is at the foremost of the chain and it is realized with the help of power plants. A set of equipments utilized to produce electri\nThe efficiencies of these plants range from 35 % to 38 %. Super critical power plants operating at 220 bar and 600/600 °C can achieve efficiencies of 4\ngas powered hydraulic power plant worked when taken out of service will ship at buyers expense questions call chief swank 419-946-2551 Questions and Answers Q:\nApr 16, 2019· Hydropower plants capture the energy of falling water to generate electricity. A turbine converts the kinetic energy of falling wa\n- hydraulic power plant in prices for seminar\n- pdf lecture notes on thermal power plant\n- power plant street\n- power plant support\n- power plant jobs\n- power plant pakistan\n- draw the layout plan of thermal power plant\n- m m el wakil power plant technology free download\n- power plant entities\n- ppt on material handling in power plant\n- chinese epc complanies for mw supercritical thermal power plant\n- power plant events\n- kota thermal power plant internship\n- power plant modules\n- alstom power lignite conveyor mae moh power plant thailand\n- giza power plant debunked\n- power plant unit\n- cfbc power plant process handbook\n- tal power plant diagram\n- power plant technique","domain":"hydraulic_engineering"}
{"url":"http://www.abc3340.com/category/191236/watches-and-warnings","date":"2014-09-02T19:34:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-35/segments/1409535922763.3/warc/CC-MAIN-20140909041846-00069-ip-10-180-136-8.ec2.internal.warc.gz","language_score":0.8643358945846558,"token_count":122,"dump":"CC-MAIN-2014-35","global_id":"webtext-fineweb__CC-MAIN-2014-35__0__157951311","lang":"en","text":"The Flood Warning continues for\nThe Verdigris River near Lenapah.\n* from late tonight to Wednesday morning, or until the warning is\n* At 1:00 PM Tuesday, the stage was 20.38 feet.\n* Flood stage is 30.0 feet.\n* Forecast...The Verdigris River near Lenapah is expected to rise to\nnear flood stage Wednesday before dawn.\n* Impact...At 30.0 feet, minor flooding affects farmland and rural\nLAT...LON 3700 9568 3671 9564 3671 9548 3700 9550","domain":"hydraulic_engineering"}
{"url":"https://syner.cz/en/projects/transfer-of-flood-flows-across-mseno-water-project","date":"2023-12-08T13:12:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100745.32/warc/CC-MAIN-20231208112926-20231208142926-00549.warc.gz","language_score":0.9433073401451111,"token_count":276,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__249099775","lang":"en","text":"This waterworks construction increases the already implemented flood prevention measures in the town of Jablonec nad Nisou. It modernizes and increases the capacity of the original water management structures and adds new structures.\nThe construction was implemented with the flood prevention function of Mseno dam and the intake galleries being functional throughout the whole period of construction. The project included modifications increasing the capacity of the water distribution structures on Luzicka and Bila Nisa, extension of the current intake gallery, building of a new intake structure with a new discharge tunnel leading to an outlet structure which is a part of the confluence of the Luzicka and Bila Nisa rivers. The project includes the construction of water management structures, driven and cut-and-cover tunnels, shafts, retaining walls, modification of roads, relocations and connections of utility lines, groundwork, technological equipment of technological units (sluice gates and segment gates controlled with actuators) and a control system connected with safe transfer of flood flows through Mseno dam as a means of protecting Jablonec nad Nisou as well as the towns located downstream. The tunnels were driven by an observation method (so-called NATM method), incl. primary lining with shotcrete and final lining with reinforced concrete. The distribution structures have been designed as monolithic constructions with stone facing.","domain":"hydraulic_engineering"}
{"url":"https://totalaquatics.ca/products/bubble-magus-arf-1-auto-filter-roller","date":"2023-12-03T23:39:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100518.73/warc/CC-MAIN-20231203225036-20231204015036-00391.warc.gz","language_score":0.8374263644218445,"token_count":212,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__59179469","lang":"en","text":"Bubble Magus ARF-1 Auto Filter Roller\nThe Bubble Magus Auto Roll Filter (ARF) removes the need for filter socks. Water is fed into the internal chamber via the aquarium systems drain, and through the filter roll.\nWhen the water level rises in the chamber due to the filter media clogging, the increased water level tiggers the float switch which causes the motor to wind the filter roll to a place where a new fresh piece of filter media is in the path of the water. The water level will then drop repeating the process.\n- 12v DC motor\n- 110v Power adapter ULc DC12v 1amp output\n- Water level switch\n- Filter roll Non woven 150mm width, 25M length\n- 1\" I.D inlet pipe, complete with Flex pipe\n- 40 x 36 x 26cm total dimensions (including motor body)\n- 15.75\" x 14.17\" x 10.23\" total dimensions (including motor body)\n- Internal sump mounted","domain":"hydraulic_engineering"}
{"url":"https://www.eeaustin.com/industry-sectors/water-wastewater-treatment/projects/johnson-reservoir-geodesic-dome/","date":"2024-04-17T07:59:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817146.37/warc/CC-MAIN-20240417075330-20240417105330-00484.warc.gz","language_score":0.9162341356277466,"token_count":79,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__18424197","lang":"en","text":"This interesting project was done at the Johnson Reservoir in Erie. It involved removing the existing concrete roof structure and replacing it with a new 170' diameter aluminum geodesic dome.\nAfter cutting up and removing the concrete lid, we drained the reservoir. Then the dome was assembled and hoisted up to be set on the reservoir wall.\nEngineer: KLH Engineers, Pittsburgh, PA","domain":"hydraulic_engineering"}
{"url":"https://www.discountedhydroponics.com/products/antelco-drippers-shrubbler-360-spike","date":"2023-02-06T22:59:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500365.52/warc/CC-MAIN-20230206212647-20230207002647-00797.warc.gz","language_score":0.7726402878761292,"token_count":183,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__217601245","lang":"en","text":"Antelco Dripper/Shrubbler 360° Adjustable Flow Spike 0.16\"\nAntelco Shrubbler 360° barb 0.16”\nThe original patented Shrubbler® with flow adjustment. Flow and coverage can be altered by rotating the cap.\n- Finger-tip flow control with shut-off option.\n- Spike model to anchor Shrubbler® at the plant.\n- In-Line Spike model suits 0.16” ID connection tube.\n- Barb model for direct attachment to feeder and supply lines.\n- Threaded model for installation into Rigid Risers and Asta® Stakes.\n- 1/2” Threaded model for riser pipe installations.\nPots, tubs, landscaped gardens and nurseries. Ideal for hanging baskets.\nIn-Line Spike model suitable for planter boxes.","domain":"hydraulic_engineering"}
{"url":"https://infosuperior.com/blog/2018/12/14/new-sault-lock-construction-to-begin-next-year/","date":"2023-11-29T15:51:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100112.41/warc/CC-MAIN-20231129141108-20231129171108-00857.warc.gz","language_score":0.9343463182449341,"token_count":273,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__256962721","lang":"en","text":"$922 Million Overall Project Cost\nThe Detroit office of the U.S. Army Corps of Engineers (“the Corps”) announced in November that it will proceed in 2019 with plans to build a new lock at Sault Ste. Marie, Michigan. The overall project cost is $922 million and construction will last 10 years. The Corps has already formally authorized $32 million towards the project, which will be combined with $52 million from the state of Michigan and annual appropriations.\nConstruction of a new lock will provide additional capacity to the existing Poe Lock, opened in 1969, which now carries over 90 percent of all cargoes. The project will begin with construction of the upstream approach walls and deepening the upstream channel to accommodate modern Great Lakes vessels.\nThe new lock will be built on the site of the existing Sabin lock, which was operational from 1919 to 1989. The Sabin lock is 7 m/23 ft deep while the new lock will be 9.75 m/32 ft deep to accommodate larger modern vessels.\nAccording to a 2018 study by Martin Associates, Great Lakes shipping through the existing Sault locks provides:\n- $22.5 billion in annual economic activity\n- 123,000 jobs.\nLike what you’re reading? Subscribe to Infosuperior…only #LakeSuperior news.","domain":"hydraulic_engineering"}
{"url":"https://justlocal.ie/upgrade-on-local-water-supply-reaches-completion/","date":"2023-03-28T15:30:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296948867.32/warc/CC-MAIN-20230328135732-20230328165732-00266.warc.gz","language_score":0.9532428979873657,"token_count":220,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__195436231","lang":"en","text":"Upgrade On Local Water Supply Reaches Completion\nIrish Water, in partnership with Dublin City Council and Fingal County Council, has completed a major project to upgrade the water supply in North County Dublin, improving the water supply for almost 21,000 homes and businesses.\nThe project represents an investment of approximately €22m by Irish Water to upgrade and improve water quality and supply across Howth, Malahide, Swords, Balbriggan and surrounding areas.\nThe completed project will also enable “much needed” social and economic growth and the new infrastructure in Howth has achieved substantial savings, according to the Irish Water, which estimates a reduction of 60% in energy consumption since October..\nThe project involved the construction of almost 15km of new trunk water mains including three tunnelled crossings underneath the Howth DART Line. Upgrades to modernise the pumping stations at Corr Bridge and Dungriffen Reservoir were also carried out as well as substantial modifications works to the existing water supply infrastructure on the peninsula.\nWill Keep You Posted @JustLocal","domain":"hydraulic_engineering"}
{"url":"https://www.wallvision.cz/equipment/Dec-3010/","date":"2021-09-18T01:41:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780056120.36/warc/CC-MAIN-20210918002951-20210918032951-00468.warc.gz","language_score":0.7951415181159973,"token_count":1711,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__260037782","lang":"en","text":"Solutions & CasesOur Case\nriver sand dredging machine, river sand dredging\nA wide variety of river sand dredging machine options are available to you, such as new. You can also choose from philippines river sand dredging machine, as well as from energy & mining, building material shops river sand dredging machine, and whether river sand dredging machine is\nriver dredging machinery, river dredging machinery\nRiver Dredging Machine Cutter Suction Dredger River Sand Dredging Machine With Engine And Cutter Head. US $18000-$600000 / Set. 1.0 Sets (Min Order) Qingzhou Lilang Machinery Co., Ltd. CN 1 YRS. Contact Supplier. Ad. 1/6. River Dredging Machine River Sand Dredging Centrifugal Pumps Machine Dp Submersible Slurry Pump 0.55 Dredger.\nChina River Digging Sand Dredger / Dredging\nRiver digging sand dredger / dredging machine. A.Features: 1) CCS ISO9001:2008 Certificate; 2) The cutter suction gold dredger is a kind of dismountable cutter suction dredger and non-propelled; 3) The cutter is directly driven by one low speed hydraulic motor; 4)\nChina River Sand Dredging Machine China Dredging\nDredging Pump, Sand Pump, Mud Pump manufacturer / supplier in China, offering River Sand Dredging Machine, 6/4 8/6 10/8 12/10 14/12 18/16 Gravel Pump, 6/4 D-G Heavy Duty Sand\nChina Julong River Sand Mining Dredging Machine\nSand Dredger, Dredger, Dredger Machine manufacturer / supplier in China, offering Julong River Sand Mining Dredging Machine for Sale, China New Cutter Suction River Sand Dredger Ready for Sale, Julong Hydraulic 16 Inch Cutter Suction Dredge for Sale with Low Price and High Quality and so on.\nRiver Sand Dredging Machine Grinding Mill China\nRiver Sand Dredging Machine Grinding Mill China. INQUIRY ABOUT Watercourse Sand Dredging Equipment Brand China Supplier Hydraulic Cutter Suction Dredger Qingzhou Keda Mining Machine Co., Ltd. Price : $100,000 Send Email: [email protected]\nQuality River Sand Dredger & Cutter Suction Dredger\nYongli 6 Inch River Sand Dredger Use In Mud Dredging And Sand Filling; Large Process Capacity Cutter Sand Dredging Equipment High Degree Automation; 10 Inch River Sand Dredger Salt Lakes Sand Mud Suction Dredging Equipment; Sand Filling Hydraulic Cutter Suction Dredger Small Sand Dredging Machine\nPortable river sand dredger Sand suction dredger\nPortable river sand dredger transports sludge or fine sand, sea sand from the lake, river, pool or sea to the destination by a sand suction pump.The 6 inch portable river sand dredger had passed the inspection by Burundi customers in February 2019. This portable river sand dredger has the features of novel design, simple operation and high efficiency.\nDredge Machinery for River Sand Dredging in Ghana\nWe use sand pump, slurry pump, gravel pump sucks the sand and water out, then delivery to destination by sand discharge pipes and sand dredger floaters. This kind of dredge machinery plays an important role in the river machine silt, port dredging, coastal sea reclamation, sand pumping and filling project.\nSand dredging machine Professional Sand Pump,\n2021-1-4 · Sand Dredging Machine is the powerful equipment to excavate underwater sand, slurry or gravel to different locations.It is classified as submersible dredger, mini dredge for sale, small dredging equipment, small pond dredging equipment, sand suction dredger, suction dredging equipment, cutter suction dredger,sewage submersible pump, lake dredging equipment, mini dredges for sale, sand\nRiver Sand/Gold Dredging Machine, River Sand/Gold\nRiver Sand/Gold Dredging Machine from Weifang Heng An Imp & Exp Co., Ltd.. Search High Quality River Sand/Gold Dredging Machine Manufacturing and Exporting supplier on Alibaba.\nChina River Sand Dredgers for Sale China New\nChina River Sand Dredgers for Sale, Find details about China New Dredging Machine, New Dredge Machine from River Sand Dredgers for Sale Qingzhou Julong Environment Technology Co., Ltd.\nChina Channel Dredging Machine River Sand Cutter\nDredger, Cutter Suction Dredger, Sand Suction Dredger manufacturer / supplier in China, offering Channel Dredging Machine River Sand Cutter Suction Dredger Machine for Sale, Aquatic Weed Harvester/Garbage Salvage Ship/Water Surface Automatic Cleaning Cleaning, Automatic Water Surface Cleaning Vessel Used in River and so on.\n6 inch river sand dredging machine exported to Vanuatu\n2020-12-12 · River sand dredging machine is the powerful equipment to excavate underwater sand, slurry or gravel to different locations. Not only this but also It’s a wide variety. It is classified as submersible dredger, mini dredge for sale, small dredging equipment, small pond dredging equipment, sand suction dredger, suction dredging equipment, cutter\nChina HID River Sand Dredge/Mud Dredging\nCutter Dredger, River Dredger, Sand Mining Dredger manufacturer / supplier in China, offering HID River Sand Dredge/Mud Dredging Vessel/Port Used Dredging Ship/Sea Construction Dredging Machine/Cutter Suction Dredger for Sale, Wheel Bucket Dredger Sand Dredger for Hard Soil Dredging, Dismountable Hydraulic Sand Dredger Equipped with Bucket Wheel Head for Hard Soil Removing and so on.\nIndustrial Equipment River Sand Dredging Pump\nSand mining and dredging is critical to infrastructure development around the globe. It is used in the manufacturing of abrasives, concrete and is mixed with salt to use on icy roads. Sand dredging can extract various minerals that contain useful elements like titanium. Sand mining can also be used in the replacement of eroded coastline.\nBaolai Dredging Machine For Sale Buy Dredging\nBaolai Dredging Machine For Sale,Find Complete Details about Baolai Dredging Machine For Sale,Dredging Machine For Sale,Cutter Section Dredger,River Sand Suction Dredger from Dredger Supplier or Manufacturer-Qingzhou Water Conservancy Machinery Co., Ltd.\nRiver dredging Dredge Yard\n2020-10-9 · River dredging is a form of river restoration and river maintenance. Over time, sand, silt and debris (branches, logs, waste) flow downstream. This is a natural phenomenon, which happens due to weathering, erosion and rivers carrying sediments. If not maintained, the materials accumulate and create a\nsand pump,sand dredger,gold mining\nEverflowing Pumps is a leading dredging and mining machine manufacturer .we focus on sand dredge pump,diesel water pump,sand dredger,weed harvester and gold mining machine.We design and supply practical solutions according to customers' technical requirements and work sites.Our products enjoy good popularity and have such features as exquisite workmanship, reliable performance and excellent\nDredging Machine [ Rental Services ] Metro Manila\nTMSQ RIVER SAND DREDGING MACHINE. Quezon City Other Vehicles. RIVER SAND DREDGING MACHINE TMSQ Trading & Marketing INC. > Application:Sand Dredging Usage:Port River Lake Name:Sand Pump Suction Dredger Product name:Sand Dredger Machine Structure:Assemble feature:long life > PRICE: 4,867,500 > Condition:New Type:simple sand dredger Power Type:Diesel Dredging\n>> Next: Barbecue Crimped Wire Mesh Wire Screen Mesh For Crushers","domain":"hydraulic_engineering"}
{"url":"http://www.frico.se/en/products/controls/valve-kits/vosp/","date":"2018-06-21T02:40:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267864019.29/warc/CC-MAIN-20180621020632-20180621040632-00552.warc.gz","language_score":0.8943524956703186,"token_count":133,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__223152161","lang":"en","text":"Complete kit with two way pressure independent control and adjustment valve with on/off actuator, shut off valve and bypass. Controls heat supply on/off. The valve is pressure independent and ensures that the flow to the unit is correct even if the differential pressure in the rest of the pipe system changes, which contributes to stable and accurate control.\nDN15/20/25. 230V. Used with SIRe Basic and Competent\nThe valve kit consists of the following:\n• TBVCMP, regulation and adjustment valve\n• SD230, actuator on/off 230V\n• AV, shut off valve\n• BPV10, bypass valve","domain":"hydraulic_engineering"}
{"url":"http://granco.co/drainage-yard-design/","date":"2018-11-18T16:18:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-47/segments/1542039744513.64/warc/CC-MAIN-20181118155835-20181118181143-00042.warc.gz","language_score":0.8908432722091675,"token_count":395,"dump":"CC-MAIN-2018-47","global_id":"webtext-fineweb__CC-MAIN-2018-47__0__174319951","lang":"en","text":"Drainage Yard Design\nPopular Backyard Drainage Solutions In Drainage Yard Design\nOn this website we recommend many images about Drainage Yard Design that we have collected from various sites from many image inspiration, and of course what we recommend is the most excellent of image for yard drainage design . If you like the image on our website, please do not hesitate to visit again and get inspiration from all the houses in the image of our web image.\nGarden Drainage Ditch Landscaping Ideas In Drainage Yard Design\nLandscape Drainage Design With Brick Paving Ideas And Stoned Wall Ideas For Drainage Yard Design\nAnd if you want to see more images, we recommend the gallery below. You can see the picture as a reference image from your Drainage Yard Design.\nThank you for seeing gallery of Drainage Yard Design, we would be very happy if you come back.\npopular backyard drainage solutions in drainage yard design garden drainage ditch landscaping ideas in drainage yard design landscape drainage design with brick paving ideas and stoned wall ideas for drainage yard design drainage construction a class paving and masonry tile drainage design l 34bce9d7ab72d5a5 in drainage yard design ideas french drains yard drainage outstanding connect downspouts into drain for greater in drainage yard design drainage 1 and drainage yard design best of backyard drainage home design backyard drainage l f9a641a80f0dd38b with drainage yard design backyard water drainage ideas 3820 2644 1983 for drainage yard design landscape drainage water management on drainage yard design terrific backyard drains terrific yard drainage system hosmer drains french drain landscape drainage in drainage yard design for drainage yard design dry 20creek 20beds4 for drainage yard design for drainage yard design how to build a garden drainage system stormwater svr design and drainage yard design backyard drainage system on yard design and drainage yard design landscape drainage ideas as landscape design ideas small yard landscaping ideas to drainage yard design","domain":"hydraulic_engineering"}
{"url":"https://graybruni.com.au/projects/mcgraths-road-and-wetlands/","date":"2021-10-28T15:20:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323588341.58/warc/CC-MAIN-20211028131628-20211028161628-00400.warc.gz","language_score":0.9575533270835876,"token_count":131,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__129252105","lang":"en","text":"McGraths Road and Wetlands\nClient: Wyndham City Council\nValue: $5.0 Million\nAs part of the Wyndham City Council Capital works program Excell Gray Bruni was awarded the construction of McGraths Road in Werribee including a large Culvert Crossing and Major Wetlands.\nThe project involved the construction of 1.5km road, installation of large culverts and bridge construction, as well as the excavation of 50,000/m3 of material to construct a new wetlands. The project also involved a major landscape component and rock beaching to Melbourne Water requirements. The project was completed in Dec 2013.","domain":"hydraulic_engineering"}
{"url":"http://weather.nwcn.com/US/ID/003.html","date":"2014-03-10T05:34:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-10/segments/1394010653177/warc/CC-MAIN-20140305091053-00070-ip-10-183-142-35.ec2.internal.warc.gz","language_score":0.9210022687911987,"token_count":178,"dump":"CC-MAIN-2014-10","global_id":"webtext-fineweb__CC-MAIN-2014-10__0__76116628","lang":"en","text":"The Flood Watch continues for\nthe St Joe river at St Maries\n* from Monday morning to late Tuesday night.\n* At 7:00 PM Sunday the stage was 29.9 feet.\n* Minor flooding is possible.\n* Flood stage is 32.50 feet.\n* Forecast... flood stage may be reached by tomorrow late morning.\nLat... Lon 4701 11627 4717 11663 4728 11668 4740 11665 4735 11632\n* at 33.0 feet... water may be over St Joe city Road.\n* At 32.5 feet... minor flooding will occur throughout the low lying\nareas of the St Joe valley. Water will be observed behind levees\ndue to seepage. Minor flooding of the Aqua Park along the river's\nedge. Outbuildings along the river that are not behind levees may","domain":"hydraulic_engineering"}
{"url":"https://www.daytodaygk.com/gk-quiz-indian-dams-and-rivers-set-one/","date":"2023-12-04T23:06:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100535.26/warc/CC-MAIN-20231204214708-20231205004708-00805.warc.gz","language_score":0.6887094974517822,"token_count":193,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__78549834","lang":"en","text":"Take this amazing quiz on Indian Dams and Rivers\n1. The Tunga Bhadra Dam is located at\na) Andhra Pradesh\nc) Tamil Nadu\n2. The Mettur Dam associated with which river?\n3. The Ukai Dam is associated with which river?\n4. The Indira Sagar Dam is in\na) Uttar Pradesh\nb) Madhya Pradesh\n5. The Baglihar Dam is associated with river\n6. The Sardar Sarovar Dam of Narmadha River is in which state?\na) Madhya Pradesh\n7. The Bhakra Nangal Dam is associated with which river?\n8. The Lakhwar Dam is associated with which river?\n9. The Tehri Dam is associated with which river?\n10. The Idukki Arch Dam of Periyar River is in\na) Tamil Nadu\nd) Andhra Pradesh","domain":"hydraulic_engineering"}
{"url":"https://www.statecontracting.com/single-post/2014/07/08/scec-begins-drainage-improvements-project-in-lauderdale-by-the-sea","date":"2024-04-22T17:04:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818312.80/warc/CC-MAIN-20240422144517-20240422174517-00598.warc.gz","language_score":0.8705209493637085,"token_count":195,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__96485613","lang":"en","text":"SCEC BEGINS DRAINAGE IMPROVEMENTS PROJECT IN LAUDERDALE-BY-THE-SEA\nWork is now underway on a new SCEC project for the Town of Lauderdale-by-the-Sea. SCEC will lead the construction of drainage improvements in the Town's Bel-Air residential neighborhood.\nThe project will require coordination with multiple homeowners who live in the neighborhood, nestled between A1A and the Intracoastal Waterway. New drainage structures and piping will be installed under the existing roadway and driveways; existing drainage structures and pipe will be removed.\nThis is SCEC's fourth Construction Management project for the Town. In 2013, SCEC completed two streetscape beautification projects for the Town to help revitalize its oceanfront downtown district and improve drainage on Commercial Boulevard.\nFor more information on the Bel-Air project, please contact Judd Adams at 954.923.4747.","domain":"hydraulic_engineering"}
{"url":"http://www.planetmango.com/river/","date":"2019-03-23T04:30:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912202723.74/warc/CC-MAIN-20190323040640-20190323062640-00173.warc.gz","language_score":0.7316358089447021,"token_count":75,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__9346388","lang":"en","text":"Fork American River at Chili Bar.\nHere to see the current Chili Bar release schedule.\nFork American River Above Tunnel Chute.\nFork American River at North Fork Dam.\nYuba River at Hwy 49 bridge.\nFork Yuba River at Goodyears Bar.\nButte Creek Near Chico. Info\non Butte Creek.","domain":"hydraulic_engineering"}
{"url":"http://www.penghanshangmao.com/en/3-D-drainage-network.html","date":"2023-05-28T23:08:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224644571.22/warc/CC-MAIN-20230528214404-20230529004404-00591.warc.gz","language_score":0.8029568195343018,"token_count":354,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__135462101","lang":"en","text":"3-D drainage network (also alternate name 3-D geotextile drainage board, drainage network, drainage waterproof board) is mainly used for subgrade, tunnel wall and drainage of new products. Is by the three-dimensional structure of the plastic net double-sided adhesive ooze water of geotextile.\nNew type 3-D drainage network with HDPE as raw material, through the special extrusion is made. Drainage network has three layer bar structure, including a layer of rigid big bar vertical arrangement, the other two layer bar cross array, forming longitudinal arrangement drainage channel. Drainage network has the very high tensile strength and compression performance, staggered the bar can prevent geotextile embedded led to drainage channel jam, reduce the drainage capacity. 3-D drainage network general double or single compound geotextile, form a composite geotextile drainage network. New type 3 d drainage network drainage ability same as 1 m thick gravel. Used for landfill drainage and road drainage.\n||Mass Per Unit Area g/m2\n||Mesh Size mm\n||Width Tolerance m\n||Length Tolerance m\n||Tensile Yield Strength kN/m |\n||10 + 1*10 + 1\n||10 + 1*6 + 1","domain":"hydraulic_engineering"}
{"url":"https://www.maasvlakte2.com/en/index/show/id/530/dredging-of-the-prinses-amaliahaven-port-basin","date":"2018-12-14T09:03:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-51/segments/1544376825495.60/warc/CC-MAIN-20181214070839-20181214092339-00253.warc.gz","language_score":0.9004126787185669,"token_count":169,"dump":"CC-MAIN-2018-51","global_id":"webtext-fineweb__CC-MAIN-2018-51__0__207631111","lang":"en","text":"Besides the numerous trailing suction hopper dredgers that have been working on Maasvlakte 2, mid-June saw the arrival of the cutter suction dredger Edax. Edax has been set to work on the dredging of the future Prinses Amaliahaven. In the first phase, the port basin will be dredged to a depth of some 17 m. At a later stage, this depth will be increased to 20 m.\nIn mid-July, the cutter suction dredger Zuiderklip will also be deployed at Maasvlakte 2, dredging free the block dam of the existing Maasvlakte. The blocks from the current block dam will be removed and subsequently re-used in the construction of Maasvlakte 2’s hard seawall.","domain":"hydraulic_engineering"}
{"url":"https://www.keqc-cqek.ca/en/projets/innavik-hydroelectric-project-3/","date":"2023-02-04T14:49:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500140.36/warc/CC-MAIN-20230204142302-20230204172302-00282.warc.gz","language_score":0.864346444606781,"token_count":158,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__129721301","lang":"en","text":"Innavik Hydroelectric Project - Addition of areas on the left bank of Inukjuak River\nStep of the procedure /\nFor the excavation of the spillway and the diversion canal to go forward, temporary and permanent storage areas will be necessary on the left bank of Inukjuak River.\nThe temporary storage area will be used to store construction materials and machinery and will have an area of 25,755 m2.\nThe permanent storage area will be used to store materials that will be excavated during the construction of the diversion canal and spillway, will have an area of 26,146 m2 and will store approximately 200,000 tonnes of aggregate.\nThe proponent wishes to initiate site preparation work in may 2021","domain":"hydraulic_engineering"}
{"url":"http://globalpowerjournal.com/2016/03/21/gilgel-gibe-iii-hydroelectric-power-project-ethiopia-2/","date":"2019-02-15T23:27:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247479627.17/warc/CC-MAIN-20190215224408-20190216010408-00584.warc.gz","language_score":0.9326109886169434,"token_count":922,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__189736833","lang":"en","text":"The 1,870MW Gilgel Gibe III (Gibe III) hydroelectric power project is being constructed on the Omo River in Ethiopia’s Southern Nations, Nationalities, and People’s Region State (SNNPRS).\nIt is expected to be the largest hydroelectric power plant in Ethiopia and will produce an estimated 6,500GWh of energy a year.\nThe project will include a 243m roller compacted concrete dam, the first of its kind in Ethiopia and one of the tallest in the world.\nGibe III was launched in July 2006, with the first unit starting its trial-running generation in September 2013. It is expected to be fully commissioned by 2016.\nState-owned public utility enterprise Ethiopian Electric Power Corporation (EEPCo) is the developer of the project, which is expected to cost €1.47bn (approximately $1.83bn).\nThe first two units are expected to come online in June 2015.\nGibe III hydroelectric power project details\nThe Gibe III project is located within the Omo Gibe River Basin, approximately 450km south of Addis Ababa. It will be used for flood water regulation and maintenance, as well as power generation.\nOnce commissioned, Gibe III will enable Ethiopia to become self-sufficient in power generation and help it export power to neighbouring countries through a regional interconnection transmission system.\nThe 243m-high Gibe III dam will have a crest length of 610m and will be constructed at an altitude ranging between 650m and 1,650m above sea level. Its reservoir will have a total storage capacity of 14.7 billion m³.\nThe surface powerhouse will be located on the left side of the river and will contain 1ten vertical-axis Francis turbines with a nominal power output of 187MW each. It will also include two power tunnels of 11m diameter each. Each tunnel will be connected to five generator units using two penstocks and manifolds.\nA switchyard will be installed with ten step-up transformers of 200MVA to convert the voltage from 15kV to 400kV. It will include a double bus-bar scheme linking five three-phase 400kV transmission lines.\nGibe III hydroelectric project construction\nMajor works at the project include the construction of the dam, powerhouse and two diversion tunnels, as well as the excavation of temporary access tunnels.\nOther works will include the construction of twin pumping tunnels, coffer dam, intake structures, horizontal tunnels, and four vertical wells and two distributors.\nThe Ethiopian Government is providing approximately €448m through the EEPCo.\nEEPCo and Tebian Electric Apparatus (TBEA) signed a contract worth $34m for the construction of the transmission lines in July 2009. Chinese EXIM bank will provide 85% financing.\nPower transmission from Gibe III\nPower will be transmitted to the national grid by two 400kV transmission lines. The first line of the double circuit will be 50.3km long, while the 51km-long single circuit second line will transfer electricity from the Gibe III switchyard to Wolaita Sodo substation.\nContractors for construction and engineering services\nEEPCo awarded a $1.7bn engineering, procurement and construction (EPC) contract to Salini Costruttori, an Italian company. Salini also signed an agreement for the construction of a 66kV electrical power line from the Sodo-Wolayta substation to the plant site.\nStudio Pietrangeli was contracted by Salini to provide engineering services for the feasibility study, basic design, final design and technical supervision during construction.\nA joint venture of ELC Electrocosult and Coyne Et Bellier will act as EEPCo’s representative for the quality control of the design and construction phases.\nEEPCO hired Tractebel Engineering and ELC to review the design and assist in the EPC tendering, acting as the owner’s engineer for the project.\nShanghai Electric Group was awarded a contract for the design, manufacture and commissioning of two 400kV substations at Wolayta Sodo and Akaki. This also included the extension work at the existing Gilgel Gibe-II and Sebeta-II 400kV substations.\nTBEA, a Chinese company, signed a deal to install power transmission lines running from Gibe III to the Wolayta substation.","domain":"hydraulic_engineering"}
{"url":"http://www.mediaonlinetoday.com/wapda-chairman-reviews-construction-on-diamer-bash-dam-dasu-project/","date":"2021-10-27T07:13:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323588102.27/warc/CC-MAIN-20211027053727-20211027083727-00149.warc.gz","language_score":0.9625102877616882,"token_count":562,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__178143690","lang":"en","text":"Pakistan Water and Power Development Authority (WAPDA) Chairman Lt Gen Muzammil Hussain (Retd) today visited Diamer Basha Dam and Dasu Hydropower Project to review construction work on the two mega projects.\nDuring his visit to Diamer Basha Dam being constructed on River Indus downstream of Chilas town in Gilgit Baltistan, the Chairman was briefed that construction work on as many as 8 different sites in project area is underway. The construction sites included access tunnel, access roads, upstream and downstream cable bridges. The construction work on 21 MW Tangir Hydropower Project, meant for providing electricity during construction phase of Diamer Basha Dam, has also commenced, it was further briefed.\nSpeaking on the occasion, WAPDA Chairman said that construction work on Diamer Basha Dam is progressing ahead despite Covid-19 Pandemic that has, adversely affected the whole world. He, however, maintained that the project authorities must ensure achieving major construction milestones in accordance with the timelines set for the purpose. The Chairman also opened the newly constructed cable way bridge across River Indus. Rest of three such bridges are scheduled to be completed in April and May one after the other for swift mobilization on both banks of the River during high flow season. Pontoon bridge across the River Indus had already been completed ahead of schedule in December last year to facilitate mobilization of machinery and workforce during the current low flow season.\nDiamer Basha Dam will have a gross water storage capacity of 8.1 MAF to irrigate 1.23 million acres of additional land. With installed power generation capacity of 4500 MW, the project will provide more than 18 billion units per annum to the National Grid.\nEarlier, WAPDA Chairman also witnessed construction activities on Dasu Hydropower Project Stage-I, being built across River Indus upstream Dasu town in Kohistan District of Khyber Pakhtunkhwa. During a briefing about progress on the project, the Chairman was apprised that construction work on 9 different sites is in progress. It was briefed that river diversion works are expected to be completed by end of this year. Afterwards, the mighty Indus would pass through the two diversion tunnels paving the way to constructing the Main Dam. The Chairman reviewed construction work on diversion tunnels and power house during the visit.\nThe 4320 MW-Dasu Hydropower Project will be completed in two stages. At present, WAPDA is working on 2160 MW-Stage-I, likely to be completed in 2025. The Stage-I will provide 12 billion green and low-cost electricity to the National Grid annually while the Stage-II will also contribute another 9 billion units to the system per annum.","domain":"hydraulic_engineering"}
{"url":"https://www.conicosly.com/?cat=10","date":"2023-12-09T01:37:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100781.60/warc/CC-MAIN-20231209004202-20231209034202-00003.warc.gz","language_score":0.9518029689788818,"token_count":305,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__9645185","lang":"en","text":"With regard to general construction work CON.I.COS. has executed important infrastructure projects in many parts of the country.\nWarehouses with steel structures complete with fire fighting system, intercom, internal offices, prefabricated fences, and other utilities were built in Tobruk, Derna, Beida, ElMerj, Benghazi, Ajedabia and Kufra.\nThe total covered area is over 180,000 square meters.\nIn Benghazi was performed extraordinary maintenance for Rehabilitation Hospital Center with construction of the new processing department and workshop of the prosthesis for invalid persons as well as the replacement of the air conditioning system, diagnostic apparatus, heating system for swimming pool, external works and landscape, …etc. The project was financed through the international organization of U.N.D.P.\nSewage pumping stations and sewage disposal networks for dozens of kilometers were executed in Tripoli and Tahala.\nSewage treatment plants and drinking water were carried out in the south of Libya.\nA large agricultural project, which involved the construction of more than 250 farms in the area of six hectares each, is under construction in the desert area of Tahala.\nThe project involve the construction of more than 45 km of a water distribution network with diameters between 200 mm and 560 mm in diameter and the construction of 75 elevated tanks in reinforced concrete with the capacity of one thousand cubic meters each, for the collection of the water irrigation. This project is now completed for about 75%.","domain":"hydraulic_engineering"}
{"url":"http://forargyll.com/2012/10/600mw-hydro-scheme-for-loch-achoire-ghlas/","date":"2013-05-18T15:26:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368696382503/warc/CC-MAIN-20130516092622-00080-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9432020783424377,"token_count":360,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__36627759","lang":"en","text":"Scottish and Southern Electricity [SSE] have submitted plans for a new 300-600MW hydro scheme near Spean Bridge in Lochaber.\nIt will be near Kilfinnan Farm, south-west of Laggan and north-west of Loch Lochy\nWith the necessary consultation periods complete, the plans, now with the Scottish Government, involve the construction of a dam and creation of a new reservoir at Loch a’ Choire Ghlais.\nThe scheme would be for a pumped storage system which involves a higher and a lower body of water – as is the case at Argyll’s once pioneering Cruachan power station. At peak periods of demand, water is released from the higher loch, through the turbinesand out into the lower loc.\nWhen demand is low – at night, for example, electricity at6 a lower tariff pumps the water back up from the lower loch to the upper reservoir.\nA key advantage of a pumped storage scheme at Coire Glas is the site’s proximity to the large lower reservoir which would be provided by Loch Lochy.\nThere is significant elevation of around 500m between the upper and lower reservoir sites over a relatively short distance, cranking up the generative power of the site.\nA dam and a new reservoir would be created at Loch a’ Choire Ghlais. The water will transfer between the new reservoir and an underground cavern power station – as at Cruachan – via a headrace tunnel; and then between the power station and Loch Lochy via a tailrace tunnel.\nThe south planning applications committee of Highland Council will consider the proposal on Tuesday 30th October, council officers are recommending no objections and the decision will finally be taken by the Scottish Government.","domain":"hydraulic_engineering"}
{"url":"https://www.dayahotels.com/how-a-concrete-pump-works_8154/","date":"2022-11-28T21:21:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710662.60/warc/CC-MAIN-20221128203656-20221128233656-00739.warc.gz","language_score":0.9042064547538757,"token_count":77,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__78507584","lang":"en","text":"Details On How Concrete Pump Works.\nThis article will give you more insight into how a concrete pump works. A concrete pump is a tool mostly used in the construction industry to mix liquid concrete in the construction sites. It uses a valve system and applies the basic principle of hydraulics. Concrete pumps are a common method of transferring liquid concrete and this makes work ...Get Price","domain":"hydraulic_engineering"}
{"url":"http://www.kasuwakhola.com.np/our-projects/","date":"2021-02-27T18:38:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178359082.48/warc/CC-MAIN-20210227174711-20210227204711-00325.warc.gz","language_score":0.7160760164260864,"token_count":165,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__71109288","lang":"en","text":"Kasuwa Khola Hydropower Project is developed by Kasuwa Khola Hydropower Ltd (KKHPL). The project is a Run of River type Hydropower project with generation capacity of 45 MW. The proponent has acquired Electricity Generation Survey License of the project from Development of Electricity Development (DOED) / Ministry of Energy (MOE) / Government of Nepal (GON).\nPower House Type:\nType of Turbine:\nKasuwa PH-Tumlingtar Substation-36 km. 132 KV Single Circuit line\nTumlingtar Substation 220/132/33 KV, 200 MVA\nMakalu Gaunpalika, Sankhuwasabha\n10.42m3 /sec (Q41.4%)","domain":"hydraulic_engineering"}
{"url":"https://thermafloengineering.com/home/products/hydronic-and-centrifugal-pump-products/model-rp-series-pumps/","date":"2024-02-28T03:36:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474690.22/warc/CC-MAIN-20240228012542-20240228042542-00077.warc.gz","language_score":0.8442832231521606,"token_count":95,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__68787393","lang":"en","text":"Model RP Series Pumps meet the latest standards for hydraulic performance and dimensional characteristics. The pump shall be close coupled to a NEMA standard JM motor. The pump incorporates a dry shaft design to prevent the fluid from contacting the shaft. The shaft shall be covered with a replaceable bronze (stainless steel) shaft sleeve.\nProduct Literature and Submittals\nConsult factory for certified dimensions and construction submittal, the drawings on the website are for reference only.","domain":"hydraulic_engineering"}
{"url":"http://arunhydro.com.np/home/piluwakhola","date":"2018-11-14T00:25:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-47/segments/1542039741569.29/warc/CC-MAIN-20181114000002-20181114022002-00258.warc.gz","language_score":0.9253999590873718,"token_count":404,"dump":"CC-MAIN-2018-47","global_id":"webtext-fineweb__CC-MAIN-2018-47__0__66937306","lang":"en","text":"Piluwakhola small hydropower project, located in Sankhuwasava district of Koshi Zone, is a run-of-river type project. The project has its installed capacity of 3,000 kilowatt power from the water of the Piluwakhola River. The power generated from this project is connected to the national grid system via Tirtire-Dhankuta-Dharan 33 kV transmission line.\nThe project site is located in Chainpur VDC of Sankhuwasava district. It is 37 kilometer away from Basantapur and 73 kilometer from Dhankuta Hile bazaar.\nThe design discharges for the power generation 4.0 m3/sec. The project runs in its full capacity for about 8 months. Power generation is lower in the dry months. The plant factor of this project is 76.24 percent.\nThe elevation of the intake and powerhouse is located in 652.025m and 537.5m respectively from mean sea level. The gross head of the project is 113m. Surface penstock is the alignment of the project which is around 3.5 km long.\nThe discharge from the desanding basin passes to the powerhouse through a 3.311 km long penstock pipe. Two horizontal shaft Turgo Impulse type turbine set of 1700 kilowatt capacity each is installed in the powerhouse. The powerhouse remains closed for about 10 percent of its time for cleaning, maintenance and break down of transmission line etc. The gross energy generation from this project is 20.035 Gwh per annum.\nThe total cost of the project is Rs. 345 millions. Turgo impulse turbines imported from Germany are installed in the project. The erection and commissioning work of the project will be done by the manufacturing company to ensure the successful erection and commissioning and efficiency of the project.\nFor the economic analysis purpose the life of this project is considered to be 40 years.","domain":"hydraulic_engineering"}
{"url":"https://newenergyevents.com/bolivia-carries-out-studies-for-hydro-projects/","date":"2021-12-05T15:03:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363189.92/warc/CC-MAIN-20211205130619-20211205160619-00583.warc.gz","language_score":0.9483856558799744,"token_count":97,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__148635750","lang":"en","text":"Evo Morales, president of Bolivia, has approved a project for final design studies for 3,251 MW and 425 MW hydro projects. The contract, which is schedule to be signed next week, will be carried out by Geodata Engineering, an Italian firm.\nThe design work will cost US$15 million and take 15 months. Once the design studies are completed, construction of the two hydro sites will take 5 – 6 years and US$6 billion. Read more here.","domain":"hydraulic_engineering"}
{"url":"http://sharenews.com/eu-to-fund-micro-hydro-power-system/","date":"2016-12-10T03:03:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-50/segments/1480698542938.92/warc/CC-MAIN-20161202170902-00218-ip-10-31-129-80.ec2.internal.warc.gz","language_score":0.9463297724723816,"token_count":280,"dump":"CC-MAIN-2016-50","global_id":"webtext-fineweb__CC-MAIN-2016-50__0__56321937","lang":"en","text":"GEORGETOWN: The Government of Guyana has announced that construction of a multi-million dollar European Union-funded micro-hydro power system at Chiung Water Fall in Kato will begin next year.\nThe project, which is expected to begin in October 2013, is part of Government’s broader hinterland electrification program.\nIt will comprise a 330-kilowatt micro-hydropower station. Its primary energy source will be the head waterfall in the Chiung River, which is in the vicinity of Kato village.\nPrime Minister Samuel Hinds, who made a visit to the area over the weekend, said the construction of the project is expected to be completed within 18 months.\nThe project, estimated at EUR2.4 million will be funded under the 10th European Development Fund (EDF) program.\nElectrical Engineer at the Office of the Prime Minister, Horace Williams, said that the flow of the Chiung River will be used to generate electricity. The other aspect of the project will be the construction of a pump station that will supply water to a storage facility with a capacity of 7,600 cubic metres.\nWilliams said the project will provide sufficient generating capacity for the Kato Secondary School to be constructed early next year, as well as existing government buildings such as the nursery and primary schools, police outpost and medical facilities.","domain":"hydraulic_engineering"}
{"url":"http://www.novatech-usa.com/Products/AFM-V7-Piston-Metering-Pumps","date":"2013-05-24T13:50:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368704662229/warc/CC-MAIN-20130516114422-00027-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9125241041183472,"token_count":132,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__17884375","lang":"en","text":"The V-7 Series is a mini pump designed for lighter metering applications and minimal maintenance. The pump end of the unit utilizes a precision inline machined casting insuring exact alignment of the drive mechanism and the piston head assembly, minimizing wear. The pump is driven by a low horsepower gear motor which is available in several ratios for the required stroking rate. The wet end of the pump is precision machined and utilizes a ground stainless steel piston to minimize packing wear. The output of the pump is varied from zero to maximum by manually adjusting the piston stroke length. It is ideal for use in low pressure applications where a controlled volume of chemical treatment is required.","domain":"hydraulic_engineering"}
{"url":"http://fatada.gov.pk/project/moto-shah-dam-in-mohmand-agency/","date":"2019-01-17T23:32:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-04/segments/1547583659417.14/warc/CC-MAIN-20190117224929-20190118010929-00405.warc.gz","language_score":0.7657833695411682,"token_count":128,"dump":"CC-MAIN-2019-04","global_id":"webtext-fineweb__CC-MAIN-2019-04__0__122633353","lang":"en","text":"Moto Shah Dam in Mohmand Agency\n|Total Cost:||Rs. 191.60 Million|\n|Commencement Date:||November, 2012|\n|Completion Date:||September, 2014|\nThe project consists of 101 ft high earth core Rock fill dam with a gross storage of 1140 Aft. The project completion benefited 627 Acres of new land besides development of fish culture. Employment during construction was 2112 man-months whereas indirect opportunity is 650 man-months.\nThe project stands completed and handed over to Directorate of Irrigation, FATA Secretariat.\nYour feedback on this project","domain":"hydraulic_engineering"}
{"url":"http://www.allswimltd.com/products/382-certikin-aquaspeed-self-priming-pumps.aspx","date":"2013-05-19T09:25:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368697232084/warc/CC-MAIN-20130516094032-00089-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.8371568322181702,"token_count":83,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__163274220","lang":"en","text":"Certikin Aquaspeed Self Priming Pumps (Special Offer)\nPrice includes VAT\nThe Certikin Self Priming Pump has a single pump range covering all sizes from 0.5 HP to 3.5 HP. With its large capacity strainer basket and quiet operation, it is designed for maximum flow characteristics.\nPRICES INCLUDE DELIVERY ON THE UK MAINLAND.","domain":"hydraulic_engineering"}
{"url":"http://www.47questions.com/how_to_make_a_simple_project_on_hydraulic_lift_for_school/","date":"2015-12-01T05:38:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-48/segments/1448398464536.35/warc/CC-MAIN-20151124205424-00131-ip-10-71-132-137.ec2.internal.warc.gz","language_score":0.6997122168540955,"token_count":108,"dump":"CC-MAIN-2015-48","global_id":"webtext-fineweb__CC-MAIN-2015-48__0__155209011","lang":"en","text":"2013-03-28 11:10:32 by Deludu\nGet +10 points +AQP by answering this question\n- +10 Simple Project On Hydraulic Lift Oliver\n- +10 How to make a simple project on hydraulic lift Ern\n- +10 Ow Too Buikd A Hydraulic Lift System For School Project Username\n- +10 To Make A Simple Hydraulic Lift burat\n- +10 Simple Hydraulic Lift System bura\n\"How to make a simple project on hydraulic lift for school\"","domain":"hydraulic_engineering"}
{"url":"http://m.gomaengineering.net/hydraulic-test-pump-6692444.html","date":"2022-06-29T22:06:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103645173.39/warc/CC-MAIN-20220629211420-20220630001420-00381.warc.gz","language_score":0.8844088912010193,"token_count":241,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__230922409","lang":"en","text":"- 125000.00 - 1250000.00 INR\nHydraulic Test Pump\nHydraulic test Pump offered by us deserves praise for its ergonomic look and low operating cost. Operating pressure of this stainless steel pump can be adjusted as per application type. This low noise pump is popular for its smooth operation, consistent performance and low pressure pulsation rate. Its mechanism is reliable and design is user friendly. Hydraulic test pump is used as essential part of hydraulic equipments needed for injection molding, material handling, foaming and die casting procedures. Standard of this pumping system has been verified on the basis of its longevity, design precision, service life, strength etc.\n- 10 Per Month\n- 3-4 Week\nOff. L. B. S. Marg, Majiwada, Behind Universal Petrol Pump, Thane, Maharashtra, 400601, India","domain":"hydraulic_engineering"}
{"url":"https://www.ntsgroup.com/projects/agnes-water-trunk-main-stage-3/","date":"2022-05-28T17:16:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652663016949.77/warc/CC-MAIN-20220528154416-20220528184416-00391.warc.gz","language_score":0.8444474339485168,"token_count":122,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__254572528","lang":"en","text":"NTS Group completed a design & construct project to deliver a new water pipeline from the reservoir to town. This project involved several challenges including excavation in hard rock, intricate above ground flanged pipework, reservoir connections & tight construction corridors.\n- Design & Construct\n- 1km of DN500 PE100 PN16\n- 2x Road Crossings w Enveloper\n- 4x Large Concrete Flow Meter Pits\n- Intricate DN250 Flanged Pipework Into Existing Reservoirs x3\n- Scours/Air Valves & Electrical Works","domain":"hydraulic_engineering"}
{"url":"https://usa.ghcranes.com/information/videos/angostura-hydroelectric-plant/","date":"2020-08-08T08:23:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439737319.74/warc/CC-MAIN-20200808080642-20200808110642-00361.warc.gz","language_score":0.9116036295890808,"token_count":104,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__187794190","lang":"en","text":"Angostura Hydroelectric Plant\nGH CRANES & COMPONENTS gantry crane in Angostura hydroelectric plant (Quilaco, Chile).\nThe Angostura hydroelectric plant has an installed capacity of 316 MW and an average yearly generation capacity of 1542 GWh with 3 vertical Francis turbines.\nIt was built in 48 months, and will provide around 3% of the energy demand of the SIC. It also conciliates energy generation with tourism, through the Angostura Park.","domain":"hydraulic_engineering"}
{"url":"https://www.yangziexplorer.org/destination/three-gorges-dam.html","date":"2023-09-27T17:46:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510319.87/warc/CC-MAIN-20230927171156-20230927201156-00228.warc.gz","language_score":0.9353707432746887,"token_count":320,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__266100291","lang":"en","text":"As a huge public works project - the largest dam in the world, rivaling the building not only of China's great historical projects such as the Grand Canal and the Great Wall as well as modern projects elsewhere in the world - the Three Gorges Dam project is famous around the world, and also wrapped in environmental, engineering, and political controversy.\nChina Yangtze Three Gorges Dam Project (TGP) is one of the biggest hydropower-complex projects in the world. The great dam, as the largest of its kind in the world, will provide China with tremendous power generation and flood control services.\nLocated in the areas of Xilingxia gorge, one of the three gorges of Yangtze River, the dam will control a drainage area of 1 million square kilometers, with an average annual runoff of 451 billion cubic meters.\nThe Three Gorges Dam boasts three parts: the dam itself, the hydropower stations and the navigation facility.\nSpecific Location: It is located in Sandouping, Yiling District, Yichang City, China Hubei Province, at the downstream entrance to Xiling Gorge, 40 kilometers upstream from Gezhouba Dam.\nThe dam has experienced a total duration of 17 years to be finished, and the construction has been divided into three stages:\nFirst Stage: 1993 – 1997, 5 years, the preparation period and first stage construction;\nSecond Stage: 1998 – 2003, 6 years, the second stage construction;\nThird Stage: 2003 – 2009, 7 years, the third stage construction.","domain":"hydraulic_engineering"}
{"url":"http://www.customaquatic.com/estore/control/product/~product=WP-TMSEP530","date":"2017-04-30T16:48:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917125719.13/warc/CC-MAIN-20170423031205-00236-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.7930800914764404,"token_count":229,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__151709823","lang":"en","text":"Taam Seio Prop Super Flow Pump P530, Includes Magnet mount, 530 GPH, 3.2in x 1.9in x 2.3in (LxWxH), 7.5 watts.\nTaam Seio Prop Super Flow Pump P530\n3.2in x 1.9in x 2.3in (LxWxH) 7.5 watts. Ceramic shaft and rotor bearing. Includes Magnet mount.\nMagnet Mount support system makes mounting of the pump quick and easy allowing the pump to be secured virtually anywhere in the aquarium. Note: P320 uses Magnet Mount 50 is for glass thickness up to 1/4in (7mm) P530 uses Magnet Mount 100 is for glass thickness up to 3/8in (10mm) P1500 and P1000 uses Magnet Mount 200 is for glass thickness up to 1/2in (12mm)\n160 Degree Directional Discharge 160 degree directional discharge enables the pump to be directed and secured at different angles.\nProp impeller creates high water volume output with low pressure making the pump energy efficient with low heat emissions","domain":"hydraulic_engineering"}
{"url":"https://www.chanterbiomed.co.uk/gestra/gestra-nrr2-50-t-steam-boiler-water-level-equipmet-24vdc-518","date":"2022-05-16T05:53:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662509990.19/warc/CC-MAIN-20220516041337-20220516071337-00154.warc.gz","language_score":0.7426397204399109,"token_count":90,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__139749075","lang":"en","text":"GESTRA NR16-50 1500mm Steam Boiler Water Level probe\nThe level electrodes NRG 1...-50 are used in conjunction\nwith level switch NRS 1-50 as water level limiters for steam\nboiler plants and (pressurised) hot water installations.\nWater level limiters switch off the heating when the water\nlevel falls below the set minimum level (low water).\nPlease allow 2-3day delivery","domain":"hydraulic_engineering"}
{"url":"https://www.maritimegateway.com/537-metres-of-breakwater-completed-in-vizhinjam/","date":"2023-06-10T10:36:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224657169.98/warc/CC-MAIN-20230610095459-20230610125459-00232.warc.gz","language_score":0.9114316701889038,"token_count":288,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__28712120","lang":"en","text":"The construction of 537 metres of the breakwater, 34 per cent of the dredging and reclamation of 13.8 hectares of sea has been completed till date as part of the upcoming Vizhinjam International Multipurpose Deep water seaport. A 160-metre bund had been constructed using granite as part of the jetty (berths) and the works of the breakwater has been rescheduled for the construction of the berths for the seaport, Minister for Ports and Museums, Kadannappally Ramachandran revealed. Granite will be ferried to the project site on the basis of the progress of the construction of the berths. Adani Vizhinjam Port Private Ltd (AVLP) selected to build the superstructure and operate the seaport, has already appointed Ms AFCONS as the agency for the construction of both the berths.\nThe berths include the 800 metre container berth south of the breakwater and another 500 metre fishing berth alongside the breakwater to its north. The preliminary works are on and the works will commence soon, the Minister said. The Minister said the AVLP is thinking of other construction modes for the breakwater. The AVLP has not taken any decision in this regard.","domain":"hydraulic_engineering"}
{"url":"http://iyappanengg.com/hp-bypass-system-for-power-plants/","date":"2019-03-19T20:45:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912202131.54/warc/CC-MAIN-20190319203912-20190319225912-00275.warc.gz","language_score":0.73253333568573,"token_count":102,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__509770","lang":"en","text":"- Sizes: ASM63, ASM100, ASM160, ASM200, ASM250\nA hydraulic valve which is operated with a pilot valve (a solenoid valve). This is used for locating the position of actuators.\n- TYPE : ST10/5, ST10/4, ST10/63, ST10/65\nHydraulic Power Unit\nThis is to supply the pressure in to actuator then servo valve also put OSU plates.","domain":"hydraulic_engineering"}
{"url":"https://inwatech.com/en/reference/samsung-sdi-hu-waste-and-rainwater-treatment-2016-2017/","date":"2024-04-25T00:57:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296820065.92/warc/CC-MAIN-20240425000826-20240425030826-00258.warc.gz","language_score":0.8937216997146606,"token_count":79,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__26737188","lang":"en","text":"Inwatech, as main contractor, redesigned and refurbised the existing wastewater and rainwater treatmen system of SAMSUNG SDI battery plant with a total capacity of 1.850 m3/d. Physical chemical and mechanical separation technologies have been applied on the existing facilities.\n- authorisation and construction planning\n- supply and installation of main technological units\n- management of trial operation","domain":"hydraulic_engineering"}
{"url":"https://apexheavyduty.com/pump/sd240hh-30hp/","date":"2023-09-29T01:07:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510462.75/warc/CC-MAIN-20230928230810-20230929020810-00760.warc.gz","language_score":0.896584153175354,"token_count":99,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__92963873","lang":"en","text":"The SD240HH 30HP Apex pump is one of the larger models in the pumping range. This single impeller design has proven to be very reliable and economical to maintain. The portable design of the SD240HH 30HP also features adjustable polyurethane wear parts. Standard impellers are cast alloy with optional stainless steel impellers. The wide base design makes this a very stable pump when placed on uneven surfaces.\nGet Parts Exploded Parts Drawing ⇨","domain":"hydraulic_engineering"}
{"url":"http://calculator.waterwise.co.za/vlakfontein.php","date":"2022-08-13T20:35:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571987.60/warc/CC-MAIN-20220813202507-20220813232507-00081.warc.gz","language_score":0.9425755143165588,"token_count":326,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__146996744","lang":"en","text":"The 210 Ml Vlakfontein reservoir is currently being constructed to augment water storage at Vlakfontein in the Mapleton system. This the largest cylindrical post-tensioned reservoir in the country.\nTo our knowledge, this is also the largest circular post-tensioned reservoir in the world. Currently, the largest reservoirs are at Jeddah, Saudi Arabia, where there is an array of 11 circular post-tensioned reservoirs with a capacity of 187,5 Ml each, which this reservoir will exceed with its capacity of 210Ml.\nRand Water’s brief for the project was for a unique and innovative design for the reservoir.\nThis led to the reservoir being cylindrical, unlike the majority of Rand Water reservoirs of this size. The reservoir structure is a reinforced concrete post-tensioned reservoir employing innovative design methods during design and construction:\n• Innovative concrete mix design methods were employed to limit shrinkage and temperatures due to heat of hydration.\n• Strict innovative early age protection measures and curing methods were employed to ensure durable concrete.\n• The concrete finish is exceptional.\nAs a result, the Vlakfontein Reservoir has been nominated by CHRYSO (the concrete admixtures manufacturer for the project) for an award for innovation and invention in concrete and has been recognised by the CSSA as a prestigious candidate. The Fulton Awards, hosted by Cement and Concrete SA (CSSA), are the South African construction, civil engineering and architectural industries’ premier accolades for excellence in concrete.","domain":"hydraulic_engineering"}
{"url":"https://melbourneengineering.com.au/projects/rose-st-highett/","date":"2023-11-29T21:27:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100146.5/warc/CC-MAIN-20231129204528-20231129234528-00465.warc.gz","language_score":0.8555747270584106,"token_count":85,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__88417223","lang":"en","text":"Building Type: Residential Development\nConstruction Cost: 1.5 Million AUD\nServices Provided By MEC: Structural Design, Stormwater Design.\nThis project involved the construction of two 2 storey dwellings with in-ground pools in a Bayside suburb of Highett. Melbourne Engineering Consultants’ involvement in this project included the structural design of the dwellings and the Stormwater Drainage system incorporating WSUD principles.","domain":"hydraulic_engineering"}
{"url":"http://www.delayuroki.ru/a36-steelplate/7f0b9274e5970470b2191345.html","date":"2021-12-07T06:42:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363336.93/warc/CC-MAIN-20211207045002-20211207075002-00436.warc.gz","language_score":0.8649894595146179,"token_count":2442,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__159417162","lang":"en","text":"hydraulic reservoir storage tank\nhydraulic reservoir storage tank\nПочта: [email protected]\nAmazon.com: hydraulic reservoir tankApr 16, 2021 · Amazon.com: hydraulic reservoir tankField Tuff FTF-10GOR 10 Gallon Hydraulic ReservoirBuyers Products UR50A 50 Gallon Upright Aluminum Hydraulic ReservoirDelavan HYDRES-5 PowerMAX 5 Gallon Steel Hydraulic Reservoir Tank with Inlet 1-1/2\" FNPT and …4 Quart Replacement Hydraulic Power Unit Reservoir (To insure proper fit check dimensions in imag…See a full list on amazon.com\nThe hydraulic reservoir style can take on many different shapes and sizes which may include machine bases, transmission housings and stand alone tanks. However, most reservoirs used in industrial hydraulic systems normally follow one of four basic design styles…..conventional, vertical, overhead or L-shaped. There are many items to consider when determining the reservoir style that best fits the …Tanks & Reservoirs | Cat® Parts StoreCat hydraulic tanks hold fluids and oils needed by the hydraulic system. View our hydraulic reservoirs.Tanks & Reservoirs - IFH GroupFuel Tanks and Hydraulic Reservoirs range in capacities from 1 to more than 300 gallons, and are manufactured from steel, stainless steel, aluminum or aluminized steel.We offer an engineering staff dedicated to working for you to manufacture a reservoir or tank that not only meets your needs but also is designed with manufacturing in mind.\nVersatile reservoir works for many hydraulic/fluid storage applications Features 2 in. NPT suction/return ports on either end of the tank. Durable, light-weight aluminum construction for appearance and corrosion resistance. Attractive cylindrical design matches many fuel tanks for a neat, coordinated appearance.Shop for Hydraulic Oil Reservoir Tank on Zoro hydraulic reservoir storage tankHydraulic Reservoir Tanks. ZORO SELECT. Hydraulic Reservoir,10 Gal Cap. Zoro #: G4969885 Mfr #: 24W703. $293.99. Add to Cart. Hydraulic Reservoir, Mounting Orientation - Power Units Horizontal, Removable Cover Included Yes, Nominal Capacity 10.0 gal, Suction Port Thread Size 1-1/2 in NPT, Return Port Thread Size 3/4 in NPT, Overall Length 22.25 hydraulic reservoir storage tankSelecting and Sizing Water-Storage TanksWater-Storage Tanks The selection and sizing of a water-storage tank involve a number of engineer- hydraulic reservoir storage tank tank design. A detailed hydraulic analysis of the water distribution system for which hydraulic reservoir storage tank a reservoir-type tank will be the most economical.\nhydraulic tanks reservoir kitsmall hydraulic reservoir tankhydraulic oil reservoir tanks4 gallon hydraulic reservoir tank5 gallon hydraulic reservoir tankhydraulic reservoir tanks polyethylenehydraulic reservoir tank sizing10 gallon hydraulic reservoir tankRESERVOIR DESIGN AND STORAGE VOLUME9.0.1 Effective Storage . Total tank volume, as measured between the overflow and the tank outlet elevations, may not necessarily equal the effective volume available to the water system. Effective volume is equal to the total volume less any dead storage built into the reservoir…Monarch Reservoirs - Largest Stocking Monarch Hydraulics hydraulic reservoir storage tankReservoirs Monarch Hydraulics, a leading manufacturer of hydraulic reservoirs, operated for over 150 years until being acquired by Bucher Hydraulics in 2007. Bucher, an internationally known leader in the manufacture of mobile and industrial hydraulics, continues to offer the same high-quality reservoirs from the Monarch Series.\nHydraulic reservoir tank assemblies include a storage tank, top lid, breather, liquid level, and temperature gauge and are ready for installation. They allow built-up air to escape and store excess hydraulic fluid in applications where the fluid level fluctuates. They can also be used to mount peripherals.Price: $297.84Hydraulic Tanks & Hydraulic Reservoir Parts | Buyers ProductsUpright Aluminum Reservoir. Features a lightweight, attractive design and good heat dissipation properties for your hydraulic needs. Side Mount Cylindrical Aluminum Reservoir. A versatile, lightweight, and attractive fluid storage option for a multitude of applications. Side-Mounted Steel Reservoir.Polymer Filler-Strainer Breather Cap AssemblyUpright Aluminum ReservoirSide Mount Cylindrical Aluminum ReservoirSide-Mounted Steel ReservoirForged Welding FlangeUpright Steel ReservoirStamped Welding Flange70 Gallon Upright Aluminum Reservoir37 Gallon Steel ReservoirBreather CapHydraulic Tank for sale | eBay(7) 7 product ratings - Flowfit 12V DC Single Acting Hydraulic Power pack, 5 L/min with 4.5L Tank ZZ0034\nDescription: stem and Buna-N float ensure broad chemical compatibility and are ideal for most hydraulic oils and water. Barksdale level switches have performed reliably for years in applications as diverse as Solvent Recovery Systems, Marine, HPU Reservoirs and Sump Tanks.Features Configuration (Normal State): Normally Open (NO), Normally Closed (NC)Hydraulic Reservoirs at Trailer Parts SuperstoreUniversal application 50 gallon hydraulic reservoir is made of high strength polymer. This reservoir is an upright mount tank with all mounting hardware included. It is a perfect replacement for a heavier steel reservoir if weight is an issue. Ships 'Truck Freight' and is subject to delivery service limitations. (Click Truck for details)Hydraulic Oil Storage Tank Suppliers, Manufacturer hydraulic reservoir storage tankAlibaba offers 90 Hydraulic Oil Storage Tank Suppliers, and Hydraulic Oil Storage Tank Manufacturers, Distributors, Factories, Companies. There are 53 OEM, 52 ODM, 19 Self Patent. Find high quality Hydraulic Oil Storage Tank Suppliers on Alibaba.\nReservoir Accessories Protect and Monitor Your Fluid in Storage Donaldson's array of hydraulic reservoir accessories protect equipment and components from damage, enhance system efficiency and provide more effective monitoring elements.Hydraulic Fluid Reservoirs + Manual Pump Tanks | Northern …Hydraulic Tanks + Reservoirs. Northern Tool has the right hydraulic tank or reservoir for any application. Products feature suction, return, drain ports, filters, and other components necessary to suit your needs. Both hydraulic tanks and reservoirs are built from high-grade welded steel, with a protective powder-coat finish to ensure long hydraulic reservoir storage tankHow do you size hydraulic reservoirs for aircraft hydraulic reservoir storage tankApr 27, 2017 · Hydraulic reservoirs in a fluid power system primarily serve as a storage tanks to contain sufficient volume of hydraulic fluid and subsequently cater to …\nThe above is the scope of application of the high-pressure grouting machine introduced by the grouting machine manufacturer. I hope it will be helpful to everyone when choosing the grouting machine. Since Leadcrete is the leading brand of grouting machines in China, there are about many type high pressure filling grouting machine options to choose from.Fundamentals of Hydraulic Reservoirs | Hydraulics & …Traditionally, the pump, electric motor, and other components of a hydraulic power unit mount on top of a rectangular reservoir. The reservoir top, therefore, must be structurally rigid enough to support these components, maintain alignments, and minimize vibration. An auxiliary plate may be mounted on the reservoir's top to meet these objectives.Finished Water Storage Facilitieswater storage facilities have been designed to equalize water demands, reduce pressure fluctuations in the distribution system; and provide reserves for fire fighting, power outages and other emergencies. Many storage facilities have been operated to provide adequate pressure and have been kept full to be better prepared for emergency conditions. This emphasis on hydraulic\nA model of a hydraulic tank was developed in Catia V5, one of the most powerful and widely-used CAD software. It is based on a 400 litre tank according to “AB Normen Rexroth” (DN 400) , with inner dimensions of 1492 × 712 × 390 mm. Figure 1: First (left) and second (right) model of …CHAPTER 6: Hydraulic reservoirs | Hydraulics & PneumaticsHydraulic systems, on the other hand, need a finite amount of liquid fluid that must be stored and reused continually as the circuit works. Therefore, part of any hydraulic circuit is a storage reservoir or tank. This tank may be part of the machine framework or a separate stand-alone unit. In either case, reservoir design and implementation is very important. The efficiency of a well-designed hydraulic circuit can be greatly reduced by poor tank design. A hydraulic reservoir does much more than just provide a place t…See more on hydraulicspneumatics hydraulic reservoir storage tankBuy Hydraulic Reservoir Tanks - Sign In: Free Shipping $50 hydraulic reservoir storage tankHydraulic reservoir tanks contain system fluid, such as hydraulic oil, in a convenient location relative to system needs. They can also be used to reduce and recover hydraulic fluid loss, cool the fluid, reduce air entrenchment (bubbles) in the fluid, and account for fluid expansion with the right hydraulic reservoir tank.\nHydraulic Systems. Our widest selection of tank reservoirs, ranging from 7 to 100 gallon capacity. Featuring different mounting styles such as Upright, Sidemount, and Saddlemount. Hydraulic Tanks. Upright Tanks; Sidemount Tanks; Saddlemount Tanks; Hydraulic Mounting Products. Upright Mounting Kits; Saddlemount Mounting Kits; Hydraulic Mounting PartsAmerican Mobile Power | Hydraulic TanksHydraulic Systems. Our widest selection of tank reservoirs, ranging from 7 to 100 gallon capacity. Featuring different mounting styles such as Upright, Sidemount, and Saddlemount. Hydraulic Tanks. Upright Tanks; Sidemount Tanks; Saddlemount Tanks; Hydraulic Mounting Products. Upright Mounting Kits; Saddlemount Mounting Kits; Hydraulic Mounting PartsAmazon hydraulic reservoir storage tank: hydraulic reservoir tankApr 16, 2021 · Amazon hydraulic reservoir storage tank: hydraulic reservoir tankField Tuff FTF-10GOR 10 Gallon Hydraulic ReservoirBuyers Products UR50A 50 Gallon Upright Aluminum Hydraulic ReservoirDelavan HYDRES-5 PowerMAX 5 Gallon Steel Hydraulic Reservoir Tank with Inlet 1-1/2\" FNPT and …4 Quart Replacement Hydraulic Power Unit Reservoir (To insure proper fit check dimensions in imag…See a full list on amazon hydraulic reservoir storage tank\nHydraulic reservoir tank assemblies include a storage tank, top lid, breather, liquid level, and temperature gauge and are ready for installation. They allow built-up air to escape and store excess hydraulic fluid in applications where the fluid level fluctuates. They can also be used to mount peripherals.Air Reservoirs & Tanks - Hydraulic Megastore - Pneumatic hydraulic reservoir storage tankAir Reservoirs from Hydraulic Megastore. Introducing our superior range of high quality, durable and reliable Air Reservoirs. They are available in many shapes and sizes to cator for a wide array of different pneumatic applications. Where space management is a factor, you are sure to find the right tank …A + Hydraulic oil reservoirs LOW $ BUYERS hydraulic TanksVersatile for many hydraulic/fluid storage applications. Attractive aluminum cylinder can match your fuel tank for a neat, coordinated appearance. All mounting straps and hardware included. The Side Mount Aluminum Reservoir Cylinder from Buyers Products is a versatile, lightweight fluid storage option for many different applications.","domain":"hydraulic_engineering"}
{"url":"http://www.bhamwiki.com/wiki/index.php?title=Bouldin_Dam&printable=yes","date":"2021-01-22T16:38:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703530835.37/warc/CC-MAIN-20210122144404-20210122174404-00428.warc.gz","language_score":0.9263535141944885,"token_count":137,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__155026559","lang":"en","text":"Walter Bouldin Dam is a dam on the Coosa River near Wetumpka in Etowah County. The dam, built in 1967, expands Jordan Lake, having been built on a canal leading from that reservoir to the lower Coosa.\nThe dam, one of seven on the Coosa built by the Alabama Power Company, was named for former president Walter Bouldin.\n| Coosa River|\nWeiss Dam, Neely Henry Dam, Logan Martin Dam, Lay Dam, Mitchell Dam, Bouldin Dam, Jordan Dam\nWeiss Lake, Lake Neely Henry, Lake Logan Martin, Lay Lake, Lake Mitchell, Lake Bouldin, Lake Jordan","domain":"hydraulic_engineering"}
{"url":"https://praguebusinessjournal.com/energo-pro-karakurt-dam-construction/","date":"2024-02-29T19:06:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474852.83/warc/CC-MAIN-20240229170737-20240229200737-00227.warc.gz","language_score":0.9136325716972351,"token_count":354,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__130528929","lang":"en","text":"Czech energy company Energo-Pro has completed the construction of the Karakurt dam in Turkey. It has begun filling the 36 km long reservoir.\nThe total estimated cost of the project is $220 million (CZK 5 billion).\nThe Karakurt dam, at the height of 137 meters, is one of the highest gravity dams with an asphalt-core in the world. It is also one of the largest power plants in the companies portfolio with a 100 megawatt installed capacity.\nThe companies Turkish subsidiary started construction on the dam in 2017 and the power plant in 2018. At its peak, the project employed 1,200 workers on a 24/7 shift schedule.\nConstruction of the main components of the dam completed in February. Now, the company will complete mechanical and electrical work on the power plant. The filling of the dam is will take six months. Turbine testing will begin in May.\nSeveral Energo-Pro group companies participated in the construction of the Karakurt waterworks. For instance, Litostroj Turkey in Ankara manufactured the impellers and spirals of the three Francis turbines and generators. Also, Litostroj Engineering designed turbines and generators.\nThis year, Energo-Pro will also complete the Alpaslan 2 dam power plant in Turkey. Both power plants will cost over CZK 16 billion.\nEnergo-Pro, founded in 1994 in Svitavy. The Group owns and operates 36 hydropower plants in four countries – Georgia, Turkey, Bulgaria, and the Czech Republic. In addition to hydropower, it handles the distribution and sale of electricity. It operates distribution networks in Bulgaria and Georgia, with more than two million customers.","domain":"hydraulic_engineering"}
{"url":"https://www.iqpc.com/events-infrastructurekuwait/agenda/conference-day-two-tuesday-22-october-2019","date":"2019-09-16T12:21:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-39/segments/1568514572556.54/warc/CC-MAIN-20190916120037-20190916142037-00413.warc.gz","language_score":0.828674852848053,"token_count":67,"dump":"CC-MAIN-2019-39","global_id":"webtext-fineweb__CC-MAIN-2019-39__0__170696147","lang":"en","text":"Understanding the value of planning for new drainage infrastructure and upgrading of existing drains for Kuwait roads.\nWhy Is It So Important?\n• Estimating maintenance cost reductions of up to 30%\n• Providing adequate drainage during the design stage new development\n• Implementing flood protection measures and enhancing road safety\nVice President Design & Consultancy","domain":"hydraulic_engineering"}
{"url":"http://nguyenthaihocfoundation.org/Mekong/mekong_AlJazeera_video.htm","date":"2021-10-20T05:53:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585302.91/warc/CC-MAIN-20211020055136-20211020085136-00329.warc.gz","language_score":0.9388056397438049,"token_count":92,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__78520242","lang":"en","text":"and Development Threaten the Mekong\nis promising to deal with record-low water levels in the Mekong,\na river which supports the livelihoods of about 60 million people\nin Southeast Asia. Many along the river blame the problem on China,\nwhich has planned eight hydroelectric dams on the upper Mekong,\nfour of which have already been built. Al Jazeera's Aela Callan\nreports from Chiang Khong in northern Thailand.","domain":"hydraulic_engineering"}
{"url":"https://moarc.wildapricot.org/FloodControl_RiskManagement","date":"2024-02-25T21:39:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474643.29/warc/CC-MAIN-20240225203035-20240225233035-00803.warc.gz","language_score":0.9512583017349243,"token_count":530,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__25467356","lang":"en","text":"OMAHA, Neb. — June runoff in the Missouri River Basin above Sioux City, Iowa, was 4.1 million acre feet (MAF), 74 percent of average, according to the U.S. Army Corps of Engineers (Corps). The 2016 calendar year runoff forecast is 23.0 MAF, which is 91 percent of the historic average.\n“Mountain snowpack in the reaches above Fort Peck and Garrison reservoirs peaked in early April slightly below normal and melted quickly this spring, with the bulk of the runoff entering the reservoirs during May and early June,” said Jody Farhat, chief of the Corps’ Missouri River Basin Water Management Division. “That, coupled with below normal precipitation and above normal temperatures across the upper basin, reduced inflow to the reservoir system during June.” The melting of the mountain snowpack is complete. View the mountain snowpack graphic at http://www.nwd-mr.usace.army.mil/rcc/reports/snow.pdf.\nThe total volume of water currently stored in the Missouri River Mainstem Reservoir System is 59.9 MAF, occupying 3.8 MAF of the 16.3 MAF flood control zone. “The reservoirs are currently occupying 23 percent of the available flood control storage and remain well positioned to capture additional runoff should reductions in releases become necessary,” said Farhat. System storage peaked at 60.1 MAF on June 22.\nBased on the July 1 System storage check, the navigation service level will remain at full service for the second half of the navigation season. In addition the navigation season length will be a normal 8-month season with navigation flow support ending on December 1 at the mouth of the Missouri River near St. Louis, Mo. The September 1 system storage check will determine the winter releases from Gavins Point.\nThe Corps will continue to monitor basin conditions and will adjust the regulation of the reservoir system based on the most up-to-date information.\nGavins Point releases averaged 23,900 cfs during June. Releases are expected to remain near 25,000 cfs in July but will be increased if needed to meet navigation targets in reaches with commercial traffic as flows on tributaries in the lower basin recede. The reservoir behind Gavins Point Dam ended June at elevation 1206.2 feet and will remain near elevation 1206.0 feet during July.\nThe forecast reservoir releases and elevations discussed above are not definitive. Additional precipitation, lack of precipitation or other circumstances could cause adjustments to the reservoir release rates.","domain":"hydraulic_engineering"}
{"url":"https://time.graphics/event/44663","date":"2018-10-21T19:28:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583514314.87/warc/CC-MAIN-20181021181851-20181021203351-00187.warc.gz","language_score":0.9478627443313599,"token_count":72,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__77544450","lang":"en","text":"nov 30, 1902 - 1902 Nile Agreement\nThe boundary between Sudan and Euthopia was set. Inaddition, the construction of dam at Lake Tana shore, Blue Nile and Sobat River have been prohibited. If it happen, it would have inevitably disrupt the water flow.\nAdded to timeline:\nNile River Conflict (Early Stages)","domain":"hydraulic_engineering"}
{"url":"https://www.freetimelearning.com/today-current-affairs.php?page=103","date":"2021-10-22T10:44:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585504.90/warc/CC-MAIN-20211022084005-20211022114005-00671.warc.gz","language_score":0.9281345009803772,"token_count":185,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__39088391","lang":"en","text":"Correct Answer : Option (D) - Asian Development Bank\nThe Asian Development Bank (ADB) has approved loan to support financially the water supply infrastructure projects in Jharkhand.\n* ADB sanctioned Loan for Water Supply Projects in Jharkhand, The ADB has sanctioned the loan amount of USD 112 million to the Jharkhand for the same.\n* The project will offer Jharkhand’s residents with continuous and quality water supply. It will be executed in Hussainabad, Jhumri Telaiya, Medininagar and Ranchi cities of the state.\n* The total funds required for the project is USD 160 million, out of which USD 48 million will be granted by the state government.\n* Around 940 km of water distribution network will be established which will supply water to 115,000 houses. The project is expected to be completed in 2028.","domain":"hydraulic_engineering"}
{"url":"https://infiniferro.com/portfolios/","date":"2019-05-24T14:56:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232257660.45/warc/CC-MAIN-20190524144504-20190524170504-00501.warc.gz","language_score":0.8864477872848511,"token_count":99,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__179525659","lang":"en","text":"Infiniferro Company has supplied cast iron drainage components and furniture to various projects in Indonesia. Cast iron drainage components are used on the drainage projects in the toll road, pedestrian, bridge, power plants, and in the building projects. While cast iron furniture is used in the projects of the pedestrian zone, hotel, mall, café, restaurant, to the housing. Here are some of our best projects (portfolios).\nCast Iron Drainage Component Portfolios\nCast Iron Furniture Portfolios","domain":"hydraulic_engineering"}
{"url":"http://www.ibcentre.tech/en/floating-solar-power-plant-will-be-constructed-in-lithuania-2/","date":"2020-01-24T21:45:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250625097.75/warc/CC-MAIN-20200124191133-20200124220133-00021.warc.gz","language_score":0.9276197552680969,"token_count":131,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__188476146","lang":"en","text":"An experimental floating solar power plant which will occupy an area of 300 hectares at Kruonis pumped-storage hydroelectric plant’s 900-megawatt basin. The first stage of the project with a total capacity of 250 MW is planned to be completed by end of 2021. The solar power plant will provide 120,000 households with electricity.\nThe decision to build the solar plant has been taken jointly by the Ministry of Economy and Innovation and the Lithuanian Business Support Agency (LVPA), which allocated EUR 235,000 for this project.\nThe floating solar plant will increase the total solar power sector’s capacity in Lithuania by three times.","domain":"hydraulic_engineering"}
{"url":"http://www.orpc.co/orpcpowersystem_tidgenpowersystem.aspx","date":"2015-04-19T12:35:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-18/segments/1429246639057.4/warc/CC-MAIN-20150417045719-00178-ip-10-235-10-82.ec2.internal.warc.gz","language_score":0.8657441735267639,"token_count":102,"dump":"CC-MAIN-2015-18","global_id":"webtext-fineweb__CC-MAIN-2015-18__0__124638714","lang":"en","text":"At Shallow Tidal and Deeper River Sites: ORPC’s TidGen®\nPower System, designed to generate electricity at water depths up to 150 feet, is used at shallow tidal and deep river sites. In this system, groups\nof TGUs connect directly to an on-shore station through a single underwater transmission\nline. The TidGen®\nPower System is larger and more powerful than the RivGen®\nSystem, with each TGU having a rated capacity of 150 kW.","domain":"hydraulic_engineering"}
{"url":"https://snlee.com/wellheads/api-6a-wellhead-consumables/pressure-gauges/","date":"2021-04-23T05:08:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618039601956.95/warc/CC-MAIN-20210423041014-20210423071014-00353.warc.gz","language_score":0.9454913139343262,"token_count":137,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__96178469","lang":"en","text":"Pressure gauges are an integral part of controlling both static and dynamic wellhead pressure.\nStatic wellhead pressure is gauged in abandoned wells and depends on reservoir pressure, well depth, and density of the filling medium. Numerically it is equal to the difference between the reservoir pressure and hydrostatic pressure of the liquid column from wellhead to reservoir.\nDynamic wellhead pressure is measured in an operating well and depends on the same parameters as the static pressure, as well as the well rate or injection agent flow rate. It also depends on the pressure in the pipeline near the well, and on the pressure differential in the shut-off elements of the wellhead fittings.","domain":"hydraulic_engineering"}
{"url":"https://randsc.com/swope-park-pool-repairs","date":"2021-01-17T03:10:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703509104.12/warc/CC-MAIN-20210117020341-20210117050341-00084.warc.gz","language_score":0.9615296125411987,"token_count":119,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__275036933","lang":"en","text":"This project involved the Installation of a new pump pit for Swope Park Pool. The work included site excavation for the underground pool pump pit. The pit was constructed of cast-in-place thickened slab/foundation, walls and structural deck. Underground PVC piping was installed to route the pool lines through the new pump pit. The existing pumps were removed from the existing above ground pump room and installed in the new pump pit. Project also included a new pool filtration system, electrical, controls, and site improvements.\nThe project included the relocation and reuse of key components of the pool.","domain":"hydraulic_engineering"}
{"url":"https://marketlinkaec.com/project-spotlight-millsite-dam-utah","date":"2022-05-24T18:46:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662573189.78/warc/CC-MAIN-20220524173011-20220524203011-00221.warc.gz","language_score":0.9139909148216248,"token_count":531,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__291969486","lang":"en","text":"Franson Civil was hired by the Utah Division of Water Resources (Utah DWRe) to perform structural design of the spillway and design the relocation of the outlet works for the rehabilitation of the dam and spillway at Millsite Reservoir, located in Ferron, Utah. The outlet works needed to be extended further downstream to allow for the rehabilitation of the dam. All drawings and specifications were prepared to meet Utah Dam Safety and Natural Resource Conservation Service (NRCS) standards.\nThere are several aspects of this elaborate and substantial multi-year project that have required excellent service. First, Franson completed the project design phase. Franson assisted with the design of the spillway and outlet works improvements and provided drafting services for the entire dam rehabilitation project. Another contribution to the project included providing expertise in specific areas and reviewing the Utah DWRe design for constructability.\nSpecific project features designed by Franson Civil include:\n- Extending the existing outlet tunnel and the existing 54-inch main outlet pipe\n- Extending all appurtenances necessary for operation of the outlet works such as electrical wiring, air vent shaft, tunnel drains, etc.\n- Replacing the existing 42-inch Howell Bunger valve with a new plunger valve and the existing 8-inch culinary pipeline with a new culinary pipeline\n- Relocating or replacing the connections for two 36-inch irrigation pipelines, one 12-inch stockwater pipeline, and one 24-inch industrial water supply pipeline\n- Designing improvements to the state park to eliminate the impacts of the raised reservoir\n- Structural design of the enlarged concrete spillway\nFranson Civil has also provided full-time construction observation and management services. This large project has necessitated extensive communication and coordination between the client, the engineering team, the contractors, and other regulatory agencies. Rehabilitation construction is scheduled to conclude in mid-2022.\nFranson’s work has included:\n- Providing a Resident Project Representative (RPR), to be on-site during construction, who prepares progress meeting minutes, documents construction activities daily, validates contractor pay requests, reviews submittals, observes construction activities, and maintains coordination with the Utah DWRe Project Engineer\n- Allocating the necessary resources for survey validation, quality assurance testing, construction observation, and documentation\n- Providing technical support for the spillway, outlet works, and state park improvements\n- Maintaining the project document software including testing results, daily logs, submittals, contractor pay requests, change orders, work change directives, and the latest version of the contract documents\n- Providing drafting support and record drawings","domain":"hydraulic_engineering"}
{"url":"https://ironbaltic.com/products/accessories-hydraulic-power-unit/hydraulic-cylinder-mid-mount-plow-lift","date":"2019-06-25T04:15:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627999787.0/warc/CC-MAIN-20190625031825-20190625053825-00530.warc.gz","language_score":0.7909983992576599,"token_count":88,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__112156476","lang":"en","text":"( mid-mount plow lift )\n- 3.2 kg\n- Packed dimensions:\n- 100 x 100 x 450 mm\nHydraulic cylinder kit to lift / push down Mid-mount plow system and V-plow system plows.\nRequires Hydraulic Power Unit (71.0000) to complete the kit.\nKit consist of cylinder with hoses and 1/4\" quick release couplings.","domain":"hydraulic_engineering"}
{"url":"http://www.chinameasure.com/d-pz23e6f80-lv_series_level_gauges_level_indicator_level_meter_level_measurement/","date":"2020-04-01T04:45:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370505366.8/warc/CC-MAIN-20200401034127-20200401064127-00192.warc.gz","language_score":0.7952012419700623,"token_count":103,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__12245746","lang":"en","text":"LV series external mounting level gauges muti-point electrical\nlevel indicator/level meter/level measurement/liquid level\nindicator/level gauge/liquid level indicator/fluid level\nmeasurement/water level indicator/visual level indicator/liquid\nlevel measurement1. The maximum and minimum liquid level could be known by visual\ninspection and electronic control.\n2. Alarm and control point are free to choose.\n3. The maximum length for the special indicator could be 4000 mm.","domain":"hydraulic_engineering"}
{"url":"https://thermalpower.industry-focus.net/chhattisgarh-thermal-projects/470-dheeru-powergen-plans-1050-mw-coal-based-project-dheeru-powergen-plans-1050-mw-coal-based-project.html","date":"2022-05-18T09:41:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662521883.7/warc/CC-MAIN-20220518083841-20220518113841-00541.warc.gz","language_score":0.8909728527069092,"token_count":387,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__121875773","lang":"en","text":"Dheeru Powergen Private Ltd is planning to set upa 3x350 MW coal based thermal power plant in Korba in Chhattisgarh. The project cost is estimated at Rs. 26000 million. Land required will be 702.60 Acres. Coal linkage has been obtained from SECL. Source of water will be from Sarveshwar and Sarvamangala anicuts. Hasdeo River flows at a distance of 2.80 km from the site. Aharan River flows at a distance of 2.10 km from the plant site. Water linkage has been obtained from Govt. of Chhattisgarh. Water requirement will be 80832 cum/day. Water from Hasdeo River will be tapped at 5 km down stream of Darri Barrage. The distance of pipeline from the pumping point will be about 23 kms. Coal requirement will be 5.057 MTPA.\nRanhill Engineers & Berhard, a Malaysian co which holds 26% stake in the project will construct the project. Currently, IDFC which holds 74% stake is looking to exit the project.","domain":"hydraulic_engineering"}
{"url":"http://www.cmgpumps.com/pump-ss/","date":"2023-04-02T01:48:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296950373.88/warc/CC-MAIN-20230402012805-20230402042805-00016.warc.gz","language_score":0.8575139045715332,"token_count":122,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__163453837","lang":"en","text":"Full cast stainless steel body with internal stainless parts. Designed for handling magmas, massecuite and medium to high viscous molasses. The stainless-steel lobe design offers high suction power at low speeds with exceptional wear properties.\n- Magma, massecuite\n- Low operating speeds producing high output\n- Minimal maintenance with two moving parts\n- Sturdy design with options in stainless steel or cast steel internals\n- The pump operates in both directions without changing parts","domain":"hydraulic_engineering"}
{"url":"http://www.srraquasystems.in/products/Pressure+Sand+Filters/Portable+Pressure+Sand+Filters.html","date":"2020-03-30T12:59:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370497042.33/warc/CC-MAIN-20200330120036-20200330150036-00056.warc.gz","language_score":0.8568258881568909,"token_count":98,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__149189353","lang":"en","text":"The fiber glass wound filters are strong, durable and corrosion resistant. The unique design ensures stabilisation of water flow through quick draining. These filters consist multiple layers of graded sand and are designed to remove turbidity and suspended particles present in the feed water with minimal pressure drop. These Filters are designed to suit the process requirement.\n|Diameter(mm)||Height (mm)||Multi-Port Valve (mm)||Filter Media(kg)||Capacity (LPH)|","domain":"hydraulic_engineering"}
{"url":"http://www.ruidosonews.com/ci_23773956/lake-roberts-dam-nm-undergoing-renovation","date":"2015-09-05T10:23:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-35/segments/1440646242843.97/warc/CC-MAIN-20150827033042-00194-ip-10-171-96-226.ec2.internal.warc.gz","language_score":0.9807465076446533,"token_count":100,"dump":"CC-MAIN-2015-35","global_id":"webtext-fineweb__CC-MAIN-2015-35__0__37746786","lang":"en","text":"The agency said a boat ramp will be closed as the water level drops during the next month. The lake near Silver City will remain open during the year-long construction project.\nThe renovation is to strengthen the dam, which the State Engineer's Office has said is vulnerable if there's major flooding. The dam will be raised eight feet, the current spillway will be replaced and a secondary spillway will be built.\nThe dam is owned and maintained by the department and the State Game Commission.","domain":"hydraulic_engineering"}
{"url":"https://afrique.edf.com/en/edf-in-africa/news/a-new-phase-for-the-nachtigal-hydroelectric-project","date":"2022-07-02T20:44:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104204514.62/warc/CC-MAIN-20220702192528-20220702222528-00277.warc.gz","language_score":0.8801100850105286,"token_count":171,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__23523895","lang":"en","text":"Cameroon – On April 20th, Cameroon’s Minister of Water and Energy, Basile Atangana Kouana, and the director of Nachtigal Hydro Power Company (NHPC), Olivier Flambard, signed the Power Generation Licensing Agreement for the upstream Nachtigal hydroelectric project.\nThis agreement marks a big milestone in the progress of the Nachtigal project, a hydroelectric power plant that will be built on the Sanaga River at the upstream Nachtigal site. This development, put in place by NHPC, foresees the construction of a dam and a power station with a total capacity of 420 MW by 2020.\nIt will provide the country with an additional source of stable electricity and will contribute positively to the regional and national economy.\nClick here for more information (French)","domain":"hydraulic_engineering"}
{"url":"https://civilstaphimachal.com/current-affair/sjvn-begins-work-on-sunni-dam-project/","date":"2024-04-20T03:24:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817474.31/warc/CC-MAIN-20240420025340-20240420055340-00158.warc.gz","language_score":0.906509518623352,"token_count":204,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__159745669","lang":"en","text":"- The Satluj Jal Vidyut Nigam (SJVN) today inaugurated various infrastructure-related construction activities for the 382 MW Sunni Dam Hydro Electric Project.\n- The 382 MW Sunni Dam Project is a run-of-the-river project situated in District Shimla and Mandi of Himachal Pradesh on river Satluj.\n- On Commissioning, the project shall generate 1382 Million Units annually and the levelized tariff is Rs. 3.90 per unit. The Project is scheduled to be commissioned within 63 months of the commencement of construction works.\n- The construction work for the 113-metre double-lane steel truss bridge has been started. The bridge is estimated to cost about Rs 14 crore.\n- The widening work on the left bank approach road and the construction work on the right bank approach road were inaugurated. The work on both the roads is scheduled to be completed by March.\n© 2024 Civilstap Himachal Design & Development","domain":"hydraulic_engineering"}
{"url":"http://en.fantasia-byc.com/news/44.html","date":"2021-02-28T20:59:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178361776.13/warc/CC-MAIN-20210228205741-20210228235741-00539.warc.gz","language_score":0.9064943194389343,"token_count":401,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__205666337","lang":"en","text":"f Land Expropriation and Resettlement for Hydropower02\nhat hydropower development should be actively developed. Accelerate the construction of large-scale hydropower stations such as Jinsha River, Yalong River and Dadu River. We will strengthen the construction of transmission channels for Southwest Hydropower to South China, Central China and East China, and comprehensively promote the third channel for power transmission from Jinzhong, Northwest Yunnan and Sichuan. A monitoring system for water utilization will be established to analyze the situation of water utilization and water abandonment in time. Establish and improve the benefit sharing mechanism of hydropower development, formulate and implement the Regulations on the Planning and Design oProject Construction in Minority Areas.\nWe will actively promote the construction of hydropower projects already under construction, and plan to build hydropower stations in Miaowei, Changhe Dadu and Heziyan on the Lancang River with an additional installed capacity of 10 million kilowatts within this year.\nWe will firmly promote the approval and construction of qualified projects, and plan to start construction of the Baihetan, Batang, Lawa and Tuoba hydropower stations on the Jinsha River within this year, with a new scale of 30 million kilowatts.\nWe will actively promote the construction of the projects already under construction, and plan to build and put into operation the Liyang Pumped Storage Power Station in Jiangsu Province, Shenzhen in Guangdong Province and Qiongzhong Pumped Storage Power Station in Hainan Province, with a new installed capacity of 2 million kilowatts. We will firmly promote the approval and construction of qualified projects, and plan to start construction of pumped storage power stations in Ninghai, Zhejiang, Pingjiang, Inner Mongolia and Zhirui, with a new scale of 10 million kilowatts.\nf Land Expropriation and Resettlement for Hydropower","domain":"hydraulic_engineering"}
{"url":"https://www.perthrewind.com.au/products/onga-142","date":"2021-10-24T12:52:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585997.77/warc/CC-MAIN-20211024111905-20211024141905-00033.warc.gz","language_score":0.9179098606109619,"token_count":93,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__206561869","lang":"en","text":"The Onga Hi-Flo range is made from high performance materials and is suited to a wide array of flow and pressure applications.\nThe 1.8kW (>2hp) single phase pump is popular as a garden bore pump, capable of delivering more than 200 litres per minute at 25 metres of head. It has a maximum total head of 34 metres.\n* high head water transfer\n* tank filling\n* wash down\n* water circulation applications.","domain":"hydraulic_engineering"}
{"url":"http://www.hedleyuae.com/index.php?option=com_content&task=view&id=34&Itemid=77","date":"2014-04-18T08:17:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-15/segments/1397609533121.28/warc/CC-MAIN-20140416005213-00343-ip-10-147-4-33.ec2.internal.warc.gz","language_score":0.8865475058555603,"token_count":273,"dump":"CC-MAIN-2014-15","global_id":"webtext-fineweb__CC-MAIN-2014-15__0__35399086","lang":"en","text":"|PD017 - Pumping Station XI|\nProject No: Project DS 161\nThe Project comprises of the following works:\nConstruction of phase 1 of pumping station XI with a capacity of 4,500 liters per second (total capacity 9,000 lps), including civil works, inlet piping works, screens chamber, odor control room, power generation plant, including supply and installation of mechanical plant and electrical switchgear, installation of pumps and piping, commissioning and maintenance for a period of 1 year. The contract includes miscellaneous site works, lighting, construction of operator’s accommodation, provision of SCADA, firefighting and other works.\nConstruction of twin diameter 1600mm GRP rising mains to the new STP at Jebel Ali, along with all washout chambers, air release valves, including crossing by NDRC under existing roadway. Works include the construction of thrust block at the various changes in direction along the pipeline route.\nConstruction of inlet works including pressure piping to connect to upstream pumping station, under construction under separate contracts, gravity inlet for connecting immediate catchments area to pumping station.\nTel. No.: +971 4 3235255\nFax No.: +971 4 3403439\nTel. No.: +971 4 3235220\nFax No.: +971 4 3403616","domain":"hydraulic_engineering"}
{"url":"https://www.oilseal.co.in/hydraulic-pneumatic-seals.html","date":"2024-02-21T05:33:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473370.18/warc/CC-MAIN-20240221034447-20240221064447-00008.warc.gz","language_score":0.9653054475784302,"token_count":157,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__151317852","lang":"en","text":"Hydraulic Pneumatic Seals\nHydraulic Pneumatic Seals we offer are designed for the reciprocating movement that is common in hydraulic as well as pneumatic applications. These are made for high-pressure dynamic applications such as hydraulic cylinders. These seals are applicable in pneumatic cylinders, valves and generally made for lower operating pressures. These demand higher operating speeds and may be employed for rotary as well as reciprocating motion. Hydraulic Pneumatic Seals are used in applications with axial movement, such as cylinders and pistons. The action of these Hydraulic Pneumatic Seals can be single or double. These are employed to make a seal between the piston as well as the cylinder bore, precluding leakage of hydraulic liquid or air.","domain":"hydraulic_engineering"}
{"url":"https://www.raven-drones.co.uk/internal-drainage-boards/","date":"2020-06-02T04:36:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590347422803.50/warc/CC-MAIN-20200602033630-20200602063630-00222.warc.gz","language_score":0.9579269886016846,"token_count":193,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__128104792","lang":"en","text":"The Ancholme Internal Drainage Board was formed in 1951 under the Land Drainage Act 1930. The Board’s purpose was to protect people and their property against river and surface water flooding through water level management within low lying areas along the River Ancholme Valley.\nEarliest records of the “Old River Ancholme” date back to 1287. The canalised “New River Ancholme” received commission by enactment in 1825 and was completed around 1844 with John Rennie appointed as Engineer.\nDue to the flat gradient of the New River Ancholme and controlled water level from Ferriby Sluice, up to 50% of the Drainage District relies upon mechanical means of lifting water from the low lying areas into the New River Ancholme. Approximately 5% of the Drainage District is mechanically lifted into the River Humber to overcome siltation from tidal flows constantly affecting gravity discharge.","domain":"hydraulic_engineering"}
{"url":"https://insitucontractors.com/projects/keswick-wwtp/","date":"2023-12-09T15:52:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100912.91/warc/CC-MAIN-20231209134916-20231209164916-00482.warc.gz","language_score":0.9385611414909363,"token_count":185,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__142170277","lang":"en","text":"The Keswick Waste Water Treatment Plant expansion involved the construction of several new treatment structures including a headworks building, aeration tank, clarifiers, biofilter building and others. The challenge presented at the project was to control a shallow aquifer with relatively low flows as well as a lower aquifer with high flows.\nINSITU successfully completed the dewatering of the upper aquifer with a combination of vacuum wellpoints and deep wells. At the peak of construction, INSITU was pumping about 7,500 liters per minute to lower the water table to a sufficient depth below the excavation base to allow for a dry excavation.\n- Large volume dewatering project involving various dewatering methods for waste water treatment\n- Successful installation of high capacity wells to depths of approximately 30-m\n- Able to maintain performance of wells with backup systems used during station power shut downs and unanticipated power outages","domain":"hydraulic_engineering"}
{"url":"https://tygiado.com/","date":"2018-05-25T12:57:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-22/segments/1526794867092.48/warc/CC-MAIN-20180525121739-20180525141739-00071.warc.gz","language_score":0.9018575549125671,"token_count":155,"dump":"CC-MAIN-2018-22","global_id":"webtext-fineweb__CC-MAIN-2018-22__0__169609772","lang":"en","text":"All of the components connection with fluid created from 304 stainless steel and 316 stainless steel in request. The pump head and suction and eliminate can be created of cast iron on request as well.\nOur Vertical multi stage centrifugal pump is reliable & service-friendly, Space-saving, suitable for slightly aggressive liquids Energy efficient. Close coupled vertical multistage pump with stainless steel parts which be driven by a standard TEFC motor, discharge and suction in the same line.\nSingle phase motor up to 2.2kw, Class F and IP55 are standard.\nStandard supply for liquid temperature up to 70℃, high temperature pump are available on request.\nMechanical seal is Tungsten Carbide/Graphite, other material is available on request","domain":"hydraulic_engineering"}
{"url":"https://klarsan.com/components/industrial-ro-components/high-pressure-pumps/","date":"2023-10-04T22:31:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511424.48/warc/CC-MAIN-20231004220037-20231005010037-00687.warc.gz","language_score":0.9562180638313293,"token_count":288,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__126054933","lang":"en","text":"High pressure pumps are responsible for increasing pressure and, thus, maintaining the correct operating conditions for osmotic membranes. The pump should be selected according to a design of the reverse osmosis system and a capacity of the water installation. A suitable pump can increase process efficiency by eliminating noticeable pressure drops during water treatment.\nFunctional horizontal and vertical pumps as well as immersible pumps and submersible motors from Stairs. The products are used in individual, industrial and institutional water systems, cooling and heating installations, as well as in air-conditioning systems. All Stairs pumps are equipped with high-class mechanical o-rings, which guarantees safe operation and full protection of the installation. The pumps are available in various capacities and sizes, so they can be used also in systems with high hourly flow rates or in installations with limited space. They are made of durable materials resistant to damage.\nPowerful and reliable submersible and high-pressure pumps for industrial water installations, refrigeration and heating circuits as well as air conditioning. Made of top-quality materials (reinforced brass or AISI 303 stainless steel), the pumps are highly resistant to external factors and mechanical damage of all kinds. The devices are available in various sizes and capacities, thanks to which the component can be adjusted strictly to the needs of the water system. The offer also includes additional components and accessories as well as motors for submersible pumps.","domain":"hydraulic_engineering"}
{"url":"http://flood-risk-bolivia.eu5.net/research.html","date":"2020-04-08T04:42:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585371810617.95/warc/CC-MAIN-20200408041431-20200408071931-00203.warc.gz","language_score":0.87884122133255,"token_count":331,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__106995388","lang":"en","text":"Landuse change and wildfire: Satellite images from Santa Cruz and Chuiquitos from July 2014 and August 2019.\n2D Hypothetical Chepete Dam break simulation HEC-RAS.the article provides more information about the HEC-RAS simulation\n1D Dam break simulation of hypothetical Chepete dam break.\nHypothetical dam break fail of proposed El Bala hydropower dam 2D simulation of a hypothetical dam break of proposed El Bala hydropower dam backwater and its consequent flooding of Rurrenabaque.\nBackwater from Jirau dam (Brazil-Bolivia) 1D simulation of Jirau hydropower dam backwater.\nLanduse change in Tiquipaya (Image below): Satellite images from Tiquipaya (April 2008 and April 2017). Landuse change is evident. Not only urbanization (downstream), but also loss of vegetation (upstream).\n2D simulation of the 2014 flood with HEC-RAS v5. The new HEC-RAS v5 with 2D capabilities successfully simulates the flood.\n2D simulation of the 2014 flood with Mike21. Although the model still needs to be improved, the results match the flood observed and provide an important idea of the flood propagation.\n1D simulation of the 2014 flood with HEC RAS (Manning sensitivity). Although the model still needs to be improved, the results provides good representation od the event showing the moment (day) when the flood begins and ends.\nThe page is under construction and will be updated. Please come back soon.","domain":"hydraulic_engineering"}
{"url":"https://ivan-imperial.org/report/14","date":"2021-10-23T07:31:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585653.49/warc/CC-MAIN-20211023064718-20211023094718-00387.warc.gz","language_score":0.8713624477386475,"token_count":74,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__159572367","lang":"en","text":"New River stop at 2nd St.\nThursday 22 July 2010 23:27 PM\nLocation: New River at Calexico 2nd st. bridge\ntour of New River at Calexico 2nd st. bridge\npresentation by Miguel Figueroa of Calexico New River Committee\npicture shows hydraulic gate installed by CBP","domain":"hydraulic_engineering"}
{"url":"https://www.lgtenderbox.com.au/contract/view?id=35240","date":"2019-09-21T13:16:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-39/segments/1568514574501.78/warc/CC-MAIN-20190921125334-20190921151334-00268.warc.gz","language_score":0.840904176235199,"token_count":196,"dump":"CC-MAIN-2019-39","global_id":"webtext-fineweb__CC-MAIN-2019-39__0__93091599","lang":"en","text":"Display Contract Details ENG 20-18/19\nContract Details ENG 20-18/19\nHoward CBD Drainage - William Street (Prosper Street to Steeley Street\nThis project involves the construction of a new Q10 drainage system in the CBD area of Howard along William Street between Prosper Street and Steeley Street with a new outlet along Burrum Street through the existing park to Maria Creek. Works includes excavation and disposal of soil, installation of stormwater drainage pipes and box culverts, installation of stormwater gully units and manholes, construction of end walls to stormwater pipes/culverts, restoration of road pavement and surfacing (as per Council standard Pavement Specification), kerb & channel, footpaths and restoration works through the park and Maria Creek.\nValue of Contract\nKirbro contracting pty ltd\nCreated: 08/04/2019 1:50 PM\nModified: 08/04/2019 1:50 PM","domain":"hydraulic_engineering"}
{"url":"https://riyan.com.mv/2020/10/15/project-awarded-consultancy-services-for-the-supervision-of-flood-mitigation-project-gdh-thinadhoo/","date":"2022-06-29T18:56:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103642979.38/warc/CC-MAIN-20220629180939-20220629210939-00724.warc.gz","language_score":0.9214314818382263,"token_count":75,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__49716200","lang":"en","text":"Riyan has been selected as the consultancy firm for the supervision of GDh. Thinadhoo flood mitigation project for Ministry of Environment.\nThe scope of our service for this project includes:\n- Supervision and Coordination of civil works\n- Capacity Building\n- Performance Control over Defect Liability Period\nThe project is expected to be completed within 12 months.","domain":"hydraulic_engineering"}
{"url":"https://www.mgwelding.co.uk/products/hydraulic-positioners/new-positioners/rl-4500/","date":"2019-02-15T20:50:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247479159.2/warc/CC-MAIN-20190215204316-20190215230316-00167.warc.gz","language_score":0.7611917853355408,"token_count":102,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__51349024","lang":"en","text":"New Sideros RL Hydraulic Positioner 11000\nNew Sideros RL 11000 Hydaulic Welding Positioner.\nRotolift Three Axis 11000KG Capacity Welding Positioner.\nVarious model configurations are available with standard capacity ranging up to 13 tonne. Larger capacity models are supplied on request and built to your individual specifications. The 3 Axis construction of the ROTOLIFT offers greater versatility over the standard 2 axis design used in the majority of existing positioners.","domain":"hydraulic_engineering"}
{"url":"http://sancarlos.lakesonline.com/","date":"2018-06-19T20:10:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267863119.34/warc/CC-MAIN-20180619193031-20180619213031-00584.warc.gz","language_score":0.983604371547699,"token_count":127,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__119620926","lang":"en","text":"San Carlos Lake was formed by the construction of the Coolidge Dam and is rimmed by 158 miles of shoreline. The lake is located within the 3,000-square-mile San Carlos Apache Indian Reservation, and is thus subject to tribal regulations.\nAfter it was built, the reservoir filled gradually. Because of irrigation needs, the water level at the lake sometimes is low enough to kill its self-sustaining fish, but during wet years, the water can overtop Coolidge Dam. Since construction of the dam, the lake has been nearly empty at least 20 times, and has been full only three times.","domain":"hydraulic_engineering"}
{"url":"http://www.akole.in/dams-and-waterfalls/","date":"2017-10-19T07:07:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-43/segments/1508187823255.12/warc/CC-MAIN-20171019065335-20171019085335-00344.warc.gz","language_score":0.9432774782180786,"token_count":120,"dump":"CC-MAIN-2017-43","global_id":"webtext-fineweb__CC-MAIN-2017-43__0__257469400","lang":"en","text":"Akole taluka comes in high monsoon region. To store the water for all seasons Akole has various dams & splendid waterfalls like Randha waterfall on rivers. This Water Dams supplies water to 3-4 districts. Bhandardara is one of the main dam in Akole Taluka.\nBhandardara ( Wilson Dam)\nBhandardara Dam ( Wilson Dam) in Akole taluka has been built during British rule in India.Bhandardara Dam is the main water reserve for Akole taluka’s lifeline river Pravara.","domain":"hydraulic_engineering"}
{"url":"https://www.primebmd.com.ph/primebmd-completes-wawa-bulk-water-supply-tayabasan-weir-2-project/","date":"2023-09-29T07:21:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510498.88/warc/CC-MAIN-20230929054611-20230929084611-00161.warc.gz","language_score":0.9143125414848328,"token_count":396,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__290410688","lang":"en","text":"Manila, Philippines – Prime Metro BMD Corporation (PrimeBMD) successfully delivered the Tayabasan Weir 2 project, the first phase of the Wawa Bulk Water Supply Project, an ongoing flagship project of the government which aims to improve water supply and delivery to Metro Manila and province of Rizal.\nThe project involved the design and construction of a dam creating a reservoir and a water transfer that will be used to deliver 80 million liters per day (MLD) of water to the Calawis Treatment Plant being constructed by the Manila Water Company, Inc. (MWCI).\nThe project’s scope of work included the design and construction of a concrete dam with a 167-meter surface level, installation of a pumping station with an 80 MLD capacity, various works including pressure grouting and cofferdams, design, procurement, and installation of hydromechanical equipment, installation of a 650-meter-long conveyance pipeline and a temporary access road running parallel to it, construction of pavement layers, final concrete surfacing, pipe culvert crossing and drainages, and an access road to Upper Wawa Main Dam.\nThe Wawa Bulk Water Supply is a critical water infrastructure flagship project being delivered as part of the Metropolitan Waterworks Sewerage System’s (MWSS) long-term plan to improve water quality, supply, and delivery to Metro Manila.\nThe flagship project involved the construction of two water supply infrastructures—the Tayabasan Weir 2 which will provide 80 MLD in the first phase, and the Upper Wawa Dam which will deliver the full 518 MLD in its second phase by 2025.\nThe successful completion of the Wawa Bulk Water Supply – Tayabasan Weir 2 project builds on PrimeBMD’s reputation for providing best-for-project outcomes and delivering critical infrastructure that improves the quality of life and supports the development and welfare of our host communities.","domain":"hydraulic_engineering"}
{"url":"https://bumimega.com/products/onshore/high-pressure-fluid-control-products/stp350-triplex-plunger-pump/","date":"2023-09-28T01:38:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510334.9/warc/CC-MAIN-20230927235044-20230928025044-00398.warc.gz","language_score":0.7391576170921326,"token_count":220,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__26000632","lang":"en","text":"STP350 triplex plunger pump is a horizontal singlea-acting pump widely used for cementing, small-scale fracturing and circulating operations. It is mainly composed of PG series power end and T series fluid end. Power end: model PG05, housing welded of steel structure, Fluid end: 5″,4-1/2″,4″,3-3/4″ plungers for different pressure and displacements.\n|Max. input power||265kW(350hp)|\n|Max. output HHP||224kW(300hp)|\n|Max. rod load||489412N(110000 lbs)|\n|Gear rasio||4.32 : 1|\n|Weight||2050kg (4520 lb)|","domain":"hydraulic_engineering"}
{"url":"https://cpbexcavations.com.au/author/admin/","date":"2022-08-13T20:28:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571987.60/warc/CC-MAIN-20220813202507-20220813232507-00166.warc.gz","language_score":0.9597698450088501,"token_count":238,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__82094985","lang":"en","text":"The scope of work in this project included the supply and installation of reinforced stormwater drainage pipes and drainage pits for Cargo Road upgrade in Orange. The project was carried out over 6 months, and the total cost was $980,000.\nThe scope of work in this project included the construction of a new stormwater detention basin for Orange City Council, in the drainage reserve adjacent to William Maker Drive and Molloy Drive in Orange. The services included earthworks, concrete footpath construction, drainage works, sewer main works and landscaping. The project was carried out in 10...\nThe scope of work in this project included earthworks and reconstruction of a bridge, installation of steel concrete beams, concrete tilt panels and installation of rock gabions for erosion control within the Blayney Shire Council. The project was carried out in 7 months and the total cost was $150,000.\nCPB carried out the installation of water pipeline (approximately 13km) for Central Tablelands Water, including backfill and importation of bedding and backfill material. The project was completed in 3 months and the total cost was approximately $100,000.","domain":"hydraulic_engineering"}
{"url":"https://www.aventics.com/us/en/products/product-overview/pressure-control-valves/m-plustm-pneumatic-pressure-control-valves/","date":"2020-01-26T16:07:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579251689924.62/warc/CC-MAIN-20200126135207-20200126165207-00055.warc.gz","language_score":0.8768799304962158,"token_count":121,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__43850672","lang":"en","text":"When an application dictates low cost, medium-flow capacity and accurate control of pressure, the Type M Plus™ Pressure Control Valve answers the need. The Type M Plus™ Pressure Control Valve is designed for short-distance (up to 50 feet or 15.2 meters), low-force pressure control applications. Installed with the proper positioner it replaces mechanical linkage, push-pull cable and master slave hydraulic positioning systems. Delivery pressure is controlled by the position of the operating lever or pedal. Any increase or decrease in the system pressure is automatically compensated for by the valve once the desired output pressure is established.","domain":"hydraulic_engineering"}
{"url":"http://oypaperjsis.afvallenbuik.info/build-laiban-dam.html","date":"2018-10-19T00:47:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583512161.28/warc/CC-MAIN-20181018235424-20181019020924-00497.warc.gz","language_score":0.9254071116447449,"token_count":1099,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__239898829","lang":"en","text":"The metropolitan waterworks and sewerage system (mwss) may be eyeing the same river as the one cited in the controversial p52-billion project of the previous administration, but an agency. Laiban dam has intrigued me ever since i first saw photos of mountain bikers visiting this oddity in the sierra madre mountains this massive concrete monolith built during the marcos era. Stop laiban dam 601 the mwss is that there will be a shortage of water in metro manila by 2015 that is why they believe that they have to build another dam in. Laiban dam project by alfred alexander l marasigan flipzi's cove posted march 3, 2013 edited march 5, 2013 updated march 6, 2013 glimpse of laiban in. Check out the pcij’s coverage of the laiban dam project: mwss: laiban deal with smc ‘may or may not be best to build the p52-billion laiban dam in rizal. Since more than 30 years, thousands of indigenous, threatened to be displaced from their ancestral lands, are resisting the laiban dam project, planned to solve a corporate water crisis.\nThe state-run water agency might choose kanan dam, instead of laiban dam, since the former can hold 3 million liters a day (mld), while the latter can only contain 18 mld, the administrator. The proposed kaliwa dam project is simply the laiban dam project “re-packaged” due to strong opposition to the said project mwss now intends to construct first the kaliwa and then later the. Kaliwa-kanan is the same laiban dam project that has been stalled for years by the another concern with mega dam-building is the direct violation of their. Mwss, water firms updating supply masterplan october 16 laiban dam is a proposed bulk water supply it takes about at least five years to build the dam. Ldp laiban dam project capacity building loan of $326 million for the mwss new water source development project of the government of the philippines1. Govt ready to build kaliwa dam the laiban dam will act as a catch basin as well as flood control mechanism to moderate the flow of runoff surface water and.\nComments on philippine news march against laiban dam by rudy arizala halt to the implementation of plans to build dams in the mountain range. A labor union leader from the metropolitan waterworks and sewerage system (mwss) assailed the collection of “advance tariffs” from consumers purportedly to finance the construction of the. Banqiao dam disaster case study essays and research papers build laiban dam build laiban dam abulencia, christine jeanette e bunag, princess arjhen s. Kaliwa dam news articles about kaliwa dam the kaliwa dam project is a proposed centennial dams tulad ng laiban at kanan dam sa building of dams.\nP 52-billion laiban dam project in tanay the farmers built a camp-out in front of the dar building and will join the other farmers from central luzon today. The new centennial water source-kaliwa dam project a main dam (laiban dam) would be built at the upper kaliwa river in barangay laiban. The metropolitan waterworks and sewerage system (mwss) is preparing for the bidding for the kaliwa dam, the planned newest water source for metro manila and nearby provinces that will ensure.\nPosts about big dams written by sierra madre while four more big dams are set to be built in the kaliwa transbasin namely: kaliwa at laiban dam. Laiban dam is a proposed bulk water supply the laiban site where the project is supposed to be built is a barangay of municipality of tanay in the province.\nLaiban briefing uploaded by steve b mwsp iii (laiban dam project) 27 october 2009 employment, capacity building laiban dam project larp budget components. A third option was to continue building the laiban dam in tanay, rizal. Laiban dam project chronology - free download as pdf file (pdf), text file (txt) or read online for free.\nIn a joint protest action with various organizations campaigning against the proposed laiban dam project held wednesday down for violating the build. Stop building large dams in indigenous communities proposed large dams include the laiban dam stop the building of large dams in indigenous communities. Diversifying conglomerate san miguel corp said yesterday it remains interested in pursuing its $1-billion unsolicited proposal to the government to build the laiban dam located in tanay. As for the laiban dam dealing with opposition to water and power projects inc submitted its unsolicited proposal to build laiban dam. If and when built, the kaliwa low dam is expected named laiban dam see also laiban dam new centennial water source-kaliwa dam project references http.\nIndigenous people groups oppose it will be built on the kaliwa river in the second will be the construction of the much larger laiban dam. Caticlan airport dev’t gets new investor but faces delays san miguel loses laiban dam proposal to build the laiban dam project.","domain":"hydraulic_engineering"}
{"url":"http://www.opensecrets.org/politicians/bills.php?cycle=2012&cid=N00025237&type=I&bill_no=128329&cong=112","date":"2013-05-20T09:01:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368698693943/warc/CC-MAIN-20130516100453-00052-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.7313261032104492,"token_count":107,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__55914450","lang":"en","text":"112th Congress Legislation\nRepresentative Steven A. King 2011 - 2012\n|# of Bills||Type||Rank of 444 Members||Median|\nBill H.R.2942: To direct the Chief of the Army Corps of Engineers to revise the Missouri River Mainstem Reservoir System Master Water Control Manual to ensure greater storage capacity to prevent serious downstream flooding.\n|Committee||Last Action||Date of Last Action|\n|Referred to the Subcommittee on Water Resources and Environment.||09/16/11|","domain":"hydraulic_engineering"}
{"url":"http://alpha.constructionweekonline.com/article-46701-top-10-gcc-contract-wins-september-2017/","date":"2018-09-24T17:06:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267160620.68/warc/CC-MAIN-20180924165426-20180924185826-00473.warc.gz","language_score":0.9038113355636597,"token_count":166,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__102557763","lang":"en","text":"1. Oman’s SEZAD inks $517m contract with Boskalis Westminster\nThe Special Economic Zone Authority in Duqm (SEZAD) awarded a contract worth $517.1m (OMR199.1m) to Boskalis Westminster for the construction of a liquid berth at Duqm port.\nThe planned berth will allow Duqm Port to export liquid refined products, said SEZAD in a statement.\nUnder the terms of the deal, Boskalis Westminster will carry out detailed engineering designs, construction of marine infrastructure, and dredging and reclamation works.\nMeanwhile, Worley Parsons Engineering has been engaged to oversee the engineering and construction works of the project, which is expected to be completed within 32 months from the date of the awarding of the contract.","domain":"hydraulic_engineering"}
{"url":"https://hranmechanica.com/en/project/hydraulic-lifting-device/","date":"2023-06-04T18:24:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224650201.19/warc/CC-MAIN-20230604161111-20230604191111-00243.warc.gz","language_score":0.7914453744888306,"token_count":103,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__74852515","lang":"en","text":"Hydraulic lifting device\nIt is used for vacuum tumbler filling.\nMade of stainless steel – 1,4301\nElectric and hydraulic drive by stainless cylinder\nAll components are made according to technical and work safety requirements\n1680 х 945 х 1470 mm.","domain":"hydraulic_engineering"}
{"url":"https://kweng.in/api-685/","date":"2023-10-01T21:15:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510941.58/warc/CC-MAIN-20231001205332-20231001235332-00797.warc.gz","language_score":0.9025743007659912,"token_count":143,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__34561440","lang":"en","text":"Sealless Magnetic Drive Centrifugal Pumps - Metallic - API 610 and API 685 Series\nThe Pumps offered are for refineries and the petrochemical industry designed & developed with a range of Synchronous Magnetic Drives without shaft seals rated to match motor performance.\nThe construction of the pumps with Magnetic Drives eliminating the shaft seal guarantees that the pump is absolutely leak free and maintenance free in operation compared to the mechanical seal version.\nThe API Series covers the complete performance range of Single-Stage Centrifugal Pump, Multistage Pumps and pumps constructed for High Pressure operation are also available as special designs.\nPumps are constructed with single fully trapped gasket sealing.","domain":"hydraulic_engineering"}
{"url":"https://nuvair.com/storage-regulator.html","date":"2024-02-24T06:25:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474523.8/warc/CC-MAIN-20240224044749-20240224074749-00579.warc.gz","language_score":0.9082030057907104,"token_count":127,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__40707637","lang":"en","text":"Designed for regulating storage pressure to fill panels. Inlet pressure of 6000 psi. Outlet pressure 0-5000 psi. Equipped with wrench-tight CGA 677 nut and nipple. Equipped with two 2.5 in 10,000 psi pressure gauges; one reads storage pressure and one reads regulated pressure. The model 415 is a piston type, hand load regulator that uses an unbalanced poppet design for ruggedness and simplicity. There is a small variation of control pressure with changing inlet pressure as noted in the specifications. A 30 micron filter in the poppet cartridge helps prevent damage by contaminants.","domain":"hydraulic_engineering"}
{"url":"https://vailgov.com/announcements/snowshoe-drainage-improvements-begin-sept-21","date":"2020-10-26T08:03:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107890586.57/warc/CC-MAIN-20201026061044-20201026091044-00680.warc.gz","language_score":0.9200344681739807,"token_count":122,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__57266460","lang":"en","text":"Beginning Monday, Sept. 21, Ewing Trucking and Construction will begin construction of the Snowshoe drainage improvements project. This will consist of improved roadside ditch to increase capacity along Snowshoe Lane, culvert replacement at the intersections of Main Gore Drive/Snowshoe Lane and Main Gore Drive/Grouse Lane and under two private driveways along Main Gore Drive between Black Gore Drive and Grouse Lane.\nWork will require a single lane closure. The project is scheduled to be completed by Oct. 31. The Town of Vail contact is Chad Salli, 970-376-2389.","domain":"hydraulic_engineering"}
{"url":"https://www.pureprayer.com/temple-near-by-places?type=nsrs-mutt-panchamukhi-hosapete","date":"2021-11-30T17:30:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964359065.88/warc/CC-MAIN-20211130171559-20211130201559-00172.warc.gz","language_score":0.9625662565231323,"token_count":125,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__168882741","lang":"en","text":"The Tungabhadra Dam is constructed across the Tungabhadra River, a tributary of the Krishna River. The dam is near the town of Hospet in Karnataka. It is a multipurpose dam serving irrigation, electricity generation, flood control, etc. This is a joint project of erstwhile Hyderabad state and erstwhile Madras Presidency when the construction was started; later it became a joint project of Karnataka and Andhra Pradesh after its completion in 1953. The main architect of the dam was Dr Thirumala Iyengar, an engineer from Madras.","domain":"hydraulic_engineering"}
{"url":"http://boteli.com/es/product/4-10-api-6dbs-1868-swing-check-valve.html","date":"2023-12-01T09:49:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100286.10/warc/CC-MAIN-20231201084429-20231201114429-00238.warc.gz","language_score":0.9394020438194275,"token_count":122,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__186928856","lang":"en","text":"1. As the channel within the valve is in streamline form, the flow resistance is smaller than lifting check valve, it's suitable for low flow large-caliber application without frequently change in flow. However, it's not suitable for pulsating flow for sealing performance poorer than lifting check valve.\n2. Swing check valve is suitable for various operating conditions of pipeline for petroleum, chemical, pharmaceutical, chemical fertilizer and electric power industry.\n3. Swing check valve is suitable for clean medium like water, oil, steam, acid medium, and not suitable for medium with solid particles and great viscosity.","domain":"hydraulic_engineering"}
{"url":"https://smithmidland.com/blog/2018/11/10/smith-midland-supplys-insulated-electrical-building-for-loudoun-dam-project/","date":"2023-12-08T16:45:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100762.64/warc/CC-MAIN-20231208144732-20231208174732-00523.warc.gz","language_score":0.8895387649536133,"token_count":157,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__306227654","lang":"en","text":"Smith-Midland supplys insulated electrical building for Loudoun dam project\nLoudoun Water’s renovation project of the Beaverdam Creek Reservoir dam included an insulated sandwich panel electrical building from Smith-Midland.\nThe 12′ x 20′ x 12′ all-precast concrete Easi-Set Building was manufactured and installed by Smith-Midland for the Thalle Construction Company.\nThe dam renovation project in Loudoun County, VA near Ashburn included phased excavation, diversion of water, construction of a new concrete spillway, embankment improvements, control tower modifications, a new transfer pump station & electrical building, improved drainage systems, instrumentation and controls improvements, and a permanent stream crossing.\nOr call: (540) 439-3266","domain":"hydraulic_engineering"}
{"url":"https://www.life-blue-belt-danube-inn.eu/en-at/measures/ufer-inn","date":"2024-04-14T08:41:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816875.61/warc/CC-MAIN-20240414064633-20240414094633-00083.warc.gz","language_score":0.9039891362190247,"token_count":132,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__37555760","lang":"en","text":"New bank structures on the Inn\nNew bank structures are being created on the Inn in the Passau-Ingling and Schärding-Neuhaus storage areas in the project LIFE Blue Belt Danube Inn.\nNew bank structures are being created at suitable points in the storage areas of the Schärding-Neuhaus und Passau-Ingling power plants as part of the project LIFE Blue Belt Danube Inn. Gravel banks will provide protected habitat for fish in the Inn. The necessary gravel is excavated from the storage areas and moved elsewhere in the river. This will create a lasting upgrade to the river habitat on the Inn.","domain":"hydraulic_engineering"}
{"url":"https://pweb.crohms.org/FloodRiskAndForecastInformation.html","date":"2024-02-28T05:18:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474697.2/warc/CC-MAIN-20240228044414-20240228074414-00899.warc.gz","language_score":0.9317764043807983,"token_count":348,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__138737650","lang":"en","text":"In January 1999 the Corps of Engineers released a report documenting the work to date on the development of a flood control operation for Libby Dam and Hungry Horse Dam called VARQ. The report was written in response to the Supplemental Biological Opinion on the Operation of the Federal Columbia River Power System dated, May 14, 1998, requesting a status report on the progress of the VARQ studies.\nVARQ was developed to improve the multi-purpose operation of Libby and Hungry Horse while maintaining the current level of system flood control protection in the Columbia River. VARQ reduces the contribution of reservoir space at Libby and Hungry Horse for system flood control of spring runoff in the Columbia River in years with low to moderate potential for flooding. The procedure was designed to provide higher outflows from the projects during the spring runoff than under the current flood control operation as outlined in the Columbia River Treaty Flood Control Operating Plan. These outflows are more consistent with releases made to meet flow objectives for the listed Endangered Species Act Kootenai River white sturgeon and Columbia and Snake River salmon and steelhead.\nThe report is comprised of an Executive Summary and four sections, which are listed below.\nSection 1. The Effects of VARQ at Libby and Hungry Horse on Columbia River System Flood Control, with appendices, Appendix A. VARQ Operating Procedures\nSection 2. Kootenai River Flood Control Study, Analysis of Local Impacts of the Proposed VARQ Flood Control Plan\nSection 3. Local Effects of the Proposed VARQ Flood Control Plan at Hungry Horse Dam, Montana\nSection 4. The Effects of VARQ at Libby and Hungry Horse on Columbia River System Hydropower","domain":"hydraulic_engineering"}
{"url":"http://www.autodesk.com/products/infraworks-family/vertical-apps/drainage-design/all/list-view","date":"2014-09-18T05:42:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-41/segments/1410657125654.84/warc/CC-MAIN-20140914011205-00211-ip-10-196-40-205.us-west-1.compute.internal.warc.gz","language_score":0.8569501042366028,"token_count":120,"dump":"CC-MAIN-2014-41","global_id":"webtext-fineweb__CC-MAIN-2014-41__0__26984813","lang":"en","text":"Improve forecasting with built in parameters. Identify all contributory watersheds along a roadway in a single simulation using Autodesk Watershed Analysis for InfraWorks 360 cloud service.\nAnalyze watersheds and streams across large terrain surfaces, examine stream and flow lines crossing roadways, and simplify calculation of runoff and peak flow Q values. The resulting analysis will help you better understand drainage impacts on road design alternatives.\nIntegrate drainage design for faster project delivery. Explore multiple design options, since culvert size and placement are tied to the roadway layout and are automatically adjusted if the roadway geometry changes.","domain":"hydraulic_engineering"}
{"url":"https://www.brenspeed.com/139251.html","date":"2024-04-20T03:53:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817474.31/warc/CC-MAIN-20240420025340-20240420055340-00669.warc.gz","language_score":0.8962972164154053,"token_count":118,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__199249088","lang":"en","text":"Replace that restrictive factory hydraulic clutch line with a McLeod\nhigh flow line that will allow for better flow and improve clutch\nThe McLeod hydraulic high flow line is constructed from\nstainless steel, measures 36\" in length and includes two AN-4 male\nThis McLeod High Performance Hydraulic Clutch Fluid Line is\ndesigned as a direct fit upgrade for the 2005 to 2014 V8 Mustangs\nequipped with a manual transmission, including the GT, Bullitt, BOSS,\nand Shelby GT500 models.","domain":"hydraulic_engineering"}
{"url":"https://onlinenews.com.pk/story/12522","date":"2022-09-26T19:24:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030334915.59/warc/CC-MAIN-20220926175816-20220926205816-00683.warc.gz","language_score":0.9362183809280396,"token_count":384,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__97842929","lang":"en","text":"Chairman WAPDA visits Diamer Basha Dam to review construction activities Project’s completion scheduled in 2029\nChairman WAPDA visits Diamer Basha Dam to review construction activities\nProject’s completion scheduled in 2029\nIslamabad:(Rana Tariq) Chairman WAPDA Lt Gen Sajjad Ghani (Retd) visited Diamer Basha Dam, being constructed on River Indus, 40 Km downstream of Chilas town. DG FWO Maj Gen Kamal Azfar accompanied him during the visit. CEO Diamer Basha Dam Company, CEO Diamer Basha Consultants Group, and representatives of the Contractors i.e. Power China and FWO were also present on the occasion.\nChairman WAPDA visited sites of dam abutments, diversion system, permanent access bridge, and contractor’s camp and reviewed the construction activities. Earlier, the project management briefed about the targets and progress achieved. The project is scheduled to be completed in 2029. The Chairman urged project teams to complete the project in the earlier time frame.\nIt is pertinent to mention that Diamer Basha Dam will have a gross water storage capacity of 8.1 MAF sufficient to irrigate 1.23 million acres of additional land. With an installed power generation capacity of 4,500 MW, the project will provide 18 billion green and low-cost electricity units on average to the National Grid every year. With the completion of Diamer Basha Dam, the life of Tarbela Dam will also increase by another 35 years.\nA sum of Rs.78.5 billion has been earmarked for the welfare of the local population in the project area. Besides, 4,100 locals of the project area have been provided employment opportunities. Job opportunities for locals will increase further with progress on the project.","domain":"hydraulic_engineering"}
{"url":"https://www.expadd.org/en/ivory-coast-ihe-closes-financing-for-its-singrobo-hydroelectric-project/","date":"2024-02-23T03:58:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474360.86/warc/CC-MAIN-20240223021632-20240223051632-00323.warc.gz","language_score":0.9288128614425659,"token_count":115,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__7899230","lang":"en","text":"Source: Afrik 21, Dec. 2022\nThe financing of the Singrobo-Ahouaty hydroelectric project has been completed with the mobilization of 174.3 million euros. The funds were mobilized from several international financial institutions.\nThe Singrobo-Ahouaty hydroelectric project is entering its full construction phase. Its developer Ivoire Hydro Energy (IHE) is closing the financing of the project through a 174.3 million euro transaction arranged by the African Development Bank (AfDB). The pan-African bank is contributing 40 million euros.","domain":"hydraulic_engineering"}
{"url":"https://www.lazlobane.com/variety-of-pressure-tanks/","date":"2022-08-08T07:39:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570767.11/warc/CC-MAIN-20220808061828-20220808091828-00386.warc.gz","language_score":0.9682780504226685,"token_count":279,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__3618897","lang":"en","text":"Pressure vessels are available in various shapes such as cylinder, sphere and cone. Pressure vessels are usually cylindrical in shape. These come with an end cap which is called a head.\nThe shape of the head is half ball or cup shaped. Pressure vessels are difficult to make. The wide tank makes it more expensive. You can also buy infusion pump analyzer online.\nHigh pressure pumps are specially developed for commercial and industrial use. High pressure pumps are used to move liquids or air at a constant rate. These pumps have different functions.\nThis property depends on the model. It is used for water supply. In addition, pressure pumps are used in vehicle service centers, pressure cleaning, reverse osmosis, and chemical and oil treatment.\nUnderstandably, this pump is used for high pressure cleaning. It is mainly used in the water treatment and oil industry. They provide long life and best performance.\nAnother type of pressure pump is a booster pump. It is used for applications with low system pressure. Booster pumps are typically used in low pollution systems.\nThey are used in a number of industries such as mining, aerospace, and food processing. This pump can flow various types of media.\nSewage pumps are ideal for pumping sewage. These pumps are known for their reliability. This is usually an electric pump that is placed in the basement of the house.","domain":"hydraulic_engineering"}
{"url":"https://belarus24.by/en/news/economics/dynamic-tests-begin-at-first-power-unit-of-belnpp/","date":"2021-10-21T19:19:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585439.59/warc/CC-MAIN-20211021164535-20211021194535-00647.warc.gz","language_score":0.9499090909957886,"token_count":100,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__267990671","lang":"en","text":"Dynamic tests begin at the first power unit of the BelNPP. The capacity is now gradually increasing with the execution of scheduled tests and measurements. The next stage is pilot operation. Experts will conduct tests at different power levels of the reactor plant. Work continues at the second power unit of the nuclear power plant. In the reactor compartment, operations related to flushing systems with hydraulic tests are carried out. In March next year, it is planned to enter the stage of hydraulic testing of the primary circuit.","domain":"hydraulic_engineering"}
{"url":"https://wiki.smartlydressedgames.com/wiki/Rappbode_Dam","date":"2023-12-04T07:24:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100525.55/warc/CC-MAIN-20231204052342-20231204082342-00588.warc.gz","language_score":0.96173495054245,"token_count":146,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__81287434","lang":"en","text":"|// GENERAL DATA|\nRappbode Dam is a large dam in Germany. A road travels over the top of the dam, which has a military presence. At the bottom of the dam is the generator room, where construction equipment may spawn. Civilian vehicles may spawn in the parking lot outside of generator room, and a Dinghy may spawn at the nearby dock.\nThe dam had been opened to maximum capacity at one point, which resulted in the flooding of Hamburg. The military had occupied the upper causeway as they planned to detonate explosives across the dam, and flood the entire valley.\n- The Rappbode Dam is the largest dam in the Harz region, and the highest dam in Germany.","domain":"hydraulic_engineering"}
{"url":"http://www.shunantrs.com/en/info/315/279.html","date":"2022-10-02T16:41:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337338.11/warc/CC-MAIN-20221002150039-20221002180039-00610.warc.gz","language_score":0.8888179659843445,"token_count":265,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__246289160","lang":"en","text":"Shuangjiangkou Hydropower Station is an upstream control reservoir project for hydroelectric cascade development in the Dadu River Basin, and one of the key projects in the development of cascade power stations in the Dadu River Basin. The earth-core wall rockfill dam is 314m high, ranking first in the world of its kind. In the feasibility study stage, it is recommended that the normal storage level of the reservoir is 2500 m, the dead water level is 2330 m, the maximum dam height is 312 m, the storage capacity below the normal storage level is 3.115 billion cubic meters, and the adjusted storage capacity is 2.152 billion cubic meters. It is an annual regulating reservoir. Increase the downstream cascade power station's dry season electricity by 6.6 billion kwh and increase the guaranteed output of 1.758 million kwh.\nIn this project, 3 self-sensing anchor rods and 3 self-sensing anchor cables are respectively arranged at the F3 fault of the cavern spill tunnel, the lamprophyre vein of the auxiliary powerhouse, and the 3# diversion tunnel entrance slope to strengthen the three sections Surrounding rock health monitoring capabilities.","domain":"hydraulic_engineering"}
{"url":"https://onestoptesting.co.uk/shop/uncategorized/dual-low-capacity-digital-range-0-250-kn/","date":"2021-10-18T10:54:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585201.94/warc/CC-MAIN-20211018093606-20211018123606-00504.warc.gz","language_score":0.8651320338249207,"token_count":148,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__268938920","lang":"en","text":"Dual low capacity digital range 0-250 kn\nDual low capacity range complete with appropriate pressure transducer. Recommended range 0-250 kN.\nDual low capacity digital range (from 1/3 to 1/20 of the nominal range), complete with Appropriate pressure transducer, hydraulic installation and cock (solenoid valve with Cyber-Plus and Servo-Plus), fitted on testing machines equipped with digital display measuring unit.\nThis solution offers very high accuracy also for measurements of low strength, which is necessary to perform compression tests on mortar specimens, flexural tests on concrete beams, split cylinder test on cylinder and cube specimens, tests on kerbs, slabs etc., by\nutilizing a concrete compression machine.","domain":"hydraulic_engineering"}
{"url":"https://www.sciencechannel.com/tv-shows/impossible-engineering/full-episodes/worlds-most-powerful-dam?utm_source=scigo&utm_medium=redirect","date":"2018-03-17T06:33:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257644701.7/warc/CC-MAIN-20180317055142-20180317075142-00612.warc.gz","language_score":0.8864136338233948,"token_count":72,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__85457337","lang":"en","text":"World's Most Powerful Dam\nSeason 2 • Episode 4\nChina's Three Gorges Dam is the largest and heaviest concrete structure on earth, and it produces more power than any hydroelectric dam ever built. Discover how engineers reshaped a river to accomplish this incredible engineering feat.\n43 min|TV-PG|Premiered 04/07/2016","domain":"hydraulic_engineering"}
{"url":"https://www.hutchinsontransmission.com/products-solutions/products/hpp-belt","date":"2020-12-04T01:24:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141733120.84/warc/CC-MAIN-20201204010410-20201204040410-00461.warc.gz","language_score":0.9307732582092285,"token_count":76,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__67186430","lang":"en","text":"The HPP™ belt (Hydro Power Plant) is a power transmission belt featuring longitudinal ribs.\nSpecially designed for the small hydro power station market, it combines ease of use with high performance.\n- Power transmission capacity increased by 15%\n- Gear ratios of up to 1/35\n- Reduced Costs\nLarge range of applications\nAcquisition : reduced packaging","domain":"hydraulic_engineering"}
{"url":"https://wwweldispreciau.blogspot.com/2017/12/pakistan-announces-hydropower-project.html","date":"2023-03-26T03:36:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296945381.91/warc/CC-MAIN-20230326013652-20230326043652-00527.warc.gz","language_score":0.9099157452583313,"token_count":158,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__127327677","lang":"en","text":"Pakistan announces hydropower project worth $1.5bn in PoK\nThe project is expected to be completed within six years.\nBy: Express Web Desk | New Delhi | Published: December 30, 2017 3:45 pm\nThe project which is called Azad Pattan Hydropower Project is an initiative undertaken by the government under the Policy for Power Generation 2002. (Representational photo)\nA new hydropower project with an estimated cost of $1.51 billion is being set up by the Pakistan government on the banks of river Jhelum in Pakistan-occupied Kashmir (PoK). The project is expected to be complete by 2022 with the help of foreign funds, the Express Tribune reported.\nNo hay comentarios:\nPublicar un comentario","domain":"hydraulic_engineering"}
{"url":"https://opesmanus.com/uyo/","date":"2024-02-22T14:01:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473819.62/warc/CC-MAIN-20240222125841-20240222155841-00243.warc.gz","language_score":0.8881851434707642,"token_count":118,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__94273110","lang":"en","text":"Construction of Housing & Road\nInfrastructures in Uyo, Akwa\nConstruction of 10km of reinforced concrete drainage with dimensions 1150mm x 1100mm externally, 150mm thick grade 25 cast insitu.\nCommenced: May 2020\nStatus: Completed july 2021\nConstruction of two-bedroom, semi-detached, expandable bungalows for the Dakkada Affordable Housing Estate.\nThe scope of work also includes the construction of the internal road infrastructure for the Estate.\nThe drainage structure the purpose is to channel water and prevent erosion around the area.","domain":"hydraulic_engineering"}
{"url":"https://edition.mv/freedom_of_speech/26411","date":"2023-02-04T15:50:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500140.36/warc/CC-MAIN-20230204142302-20230204172302-00684.warc.gz","language_score":0.9109063148498535,"token_count":187,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__13091405","lang":"en","text":"Maldives Transport and Contracting Company (MTCC) has commenced physical works of Gaafu Dhaalu Atoll Gahdhoo harbor development project on Saturday, November 26.\nMTCC reports that work is underway to close the existing harbor entryway and the first shipment of rock boulders have been delivered to the project site.\nWork scope of the project entails dredging and excavation operations of 23,017 cubic-meters, along with structure construction. Structures which will be developed under the project include a 232 meter breakwater, 35 meter revetment along with a 320 meter quay wall.\nAdditional structure development include construction of a 320 meter scouring apron, along with a bridge and installation of 1,600 square-meter harbor pavement. Support components under the project include harbor light installation.\nAccording to MTCC, the project value is a total of MVR 42.6 million.","domain":"hydraulic_engineering"}
{"url":"http://netbook-review.com/hydraulic/hydraulic-control-circuit","date":"2018-10-19T02:25:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583512268.20/warc/CC-MAIN-20181019020142-20181019041642-00151.warc.gz","language_score":0.8737004399299622,"token_count":308,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__41737182","lang":"en","text":"More keywords like Hydraulic Control Circuit other people like :\nHydraulic Control Circuit Description\nNow we give you hydraulic control circuit that provides along 17 pictures along with Hydraulic Schematic Symbols PDF moreover Hydraulic Schematic Diagram also with Log Splitter Hydraulic Diagram also with Hydraulic System also with Hydraulic Circuit Symbols furthermore Simple Hydraulic System Diagram including Hydraulic Valve Drawing also with Log Splitter Hydraulic Schematic together with Excavator Hydraulic Circuit together with Hydraulic Schematic.\nhydraulic solenoid valve symbols_vbuuwj0k2ftaekbjw0c4mdgahrfyljtsmszmox0ue*8 along with directional control valves 5 3 way single solenoid valve,closed in mid position,actuation in both directions by solenoids with one winding and pneumatic piloting. mid position spring centred,manual override in both directions including 377458012493504046 together with chapter 10 directional control valves part 2 together with directional control valves 5 2 way double pilot pneumatic valve,pneumatically actuated in both directions moreover electrical motor schematic symbol also with hydraulic open center system moreover hydraulic unloading valve circuit operation along with difference between safety valve andswashplate furthermore learn as well as reading circuit diagrams moreover 488429522059877739 together with basic brake system of car additionally principle and working of shaper machine furthermore p 0996b43f80cb1baf","domain":"hydraulic_engineering"}
{"url":"http://uuessayyxni.ameriquote.us/an-analysis-of-dams-in-construction-and-civil-engineering.html","date":"2018-08-14T19:08:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221209562.5/warc/CC-MAIN-20180814185903-20180814205903-00294.warc.gz","language_score":0.9243249893188477,"token_count":895,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__49059569","lang":"en","text":"Engineering questions and answers can be submitted via email what is the role of a civil engineer in construction of dams soil analysis of the lake bed and drainage basin to calculate permeability and run off. Research in structural analysis and the technology of materials has construction almost all civil engineering contracts include some most governments exercise statutory control of engineers qualified to design and inspect dams power civil engineers have always played an. Civil engineering article # 15 dam and classification of dams bsc civil engineering civil engineering construction for civil engineers kitchen plans plans poster presentation practical works presentation softwares spreadsheets steel structural analysis structural engineering tests. While the community had been maintaining the two dams, engineering studies indicated that both irish brook dam and post brook dam engineering analysis of the step geometry was conducted to evaluate various step civil dynamics prepared construction plans and specifications, and. Civil engineering is a professional engineering discipline that deals with the design, construction, and maintenance of the physical and naturally built environment, including works like roads, bridges, canals, dams, airports, sewerage systems, pipelines and railways.\nTypes of civil engineering structural engineering incorporates the analysis and designing of various structures, for example the bridges and buildings construction engineering each of the civil engineering projects has to incorporate construction. Structural engineers work closely with architects, construction managers, and reinforces and subsequently builds upon students' fundamental knowledge in presenting advanced techniques for the analysis and design of state to fulfill the common civil engineering program. Published by international water power & dam construction, dam engineering is the industry's best vehicle to promote the exchange of technical information on analysis of civil structures, and quantitative comparison of structures before and after repair view of dam. And design of concrete gravity dams for civil works projects 2 engineering and design gravity dam design table of contents construction of an rcc dam is a relatively new and economical concept economic advan. Lusas civil & structural analysis software is used by engineers worldwide for all types of civil and structural analysis including linear , nonlinear to heavy civil engineering structures olympic stadium and subsequent construction of a new long-span.\nCivil engineers conceive, design, build potential environmental hazards, and other factors during the planning and risk-analysis stages of a project compile and submit permit surveyors, construction managers, civil engineering technicians, civil engineering technologists, and others in. This video indicates the complete guide on how to perform a seepage analysis on earth dam using geo slope 2012 or further civil engineering community home latest posts civil engineering spreadsheets, civil engineering e-books and many more civil engineering downloads. Engineering guidelines for the evaluation of hydropower projects chapter 11 - arch dams federal energy regulatory commission analysis of arch dam safety should always start with simple analysis techniques and conservative assumptions. Dams and retaining walls 11 analysis of perfect frames 12 deflection of beams 13 basic civil engineering unit i, unit ii, unit iii part-b: engineering mechanics building construction dr bc punmia, ashok kr.\nThe principal structures of concern to civil engineers are bridges, buildings, walls, dams, towers, shells construction analysis and design of structures civl 3121 introduction to structures 1/6. Design standards no 13 embankment dams chapter 9: static deformation analysis phase 4 civil engineer, geotechnical engineering group 1 peer revie w: s4c4//) reasonable distance of the dam site and proper construction control is exercised in. Civil engineering dams a dam is a barrier that impounds water or underground streams reservoirs created by dams not only suppress floods but also provide water for activities such as irrigation, human consumption, industrial use, aquaculture, and navigability hydropower is often used in. Our hydropower, dams & water engineering & design services enable more than 70,000 mw of clean, renewable power generation in 33 countries learn more.\nJust speaking about a random research topic in vast domain of civil engineering is not very wise is it dam construction transport modelling then read up on these what are some good civil engineering research topics. By: tyler g hicks abstract: a completely revised, guide to civil engineering formulas-with more than 500 new formulas.\nCivil engineers design, construct, supervise, operate, and maintain large construction projects and systems, including roads, buildings, bridges, and more. Hvac and construction civil engineering market size by application industrial infrastructure is foreseen to witness significant growth owing to government spending in building dams civil engineering industry background civil engineering deals with design.","domain":"hydraulic_engineering"}
{"url":"http://www.memphisweather.net/cgi-bin/rss2html.php?XMLFILE=http://www.weather.gov/alerts-beta/wwaatmget.php?x=ARC077&TEMPLATE=http://www.memphisweather.net/rss-template.html","date":"2017-05-23T18:37:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-22/segments/1495463607649.26/warc/CC-MAIN-20170523183134-20170523203134-00541.warc.gz","language_score":0.9401483535766602,"token_count":167,"dump":"CC-MAIN-2017-22","global_id":"webtext-fineweb__CC-MAIN-2017-22__0__26388485","lang":"en","text":"Flood Warning issued May 23 at 12:27PM CDT until May 28 at 10:00PM CDT by NWS\nThe Flood Warning continues for the Mississippi River. The Flood Warning continues for the Mississippi River at Tunica Riverpark * until Saturday May 27. * At 11 AM Tuesday the stage was 45.2 feet. * Minor flooding is occurring AND Minor flooding is forecast.\nFlood Advisory issued May 23 at 12:13PM CDT until May 25 at 12:30PM CDT by NWS\n...The Flood Advisory continues for the Mississippi River... Mississippi River at Tiptonville affecting New Madrid...Pemiscot and Lake Counties Mississippi River at Memphis affecting Crittenden...DeSoto and Shelby Counties Mississippi River at Helena affecting Lee...Phillips...Coahoma and","domain":"hydraulic_engineering"}
{"url":"https://fluctus.no/?k=5084&id=29125","date":"2021-09-21T02:38:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780057131.88/warc/CC-MAIN-20210921011047-20210921041047-00519.warc.gz","language_score":0.8330743312835693,"token_count":74,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__149297948","lang":"en","text":"Stable spreaders with intake above water level to prevent water entering the pipe.\nSimple, robust spreaders with a standard bearing (can be included in the Service Box).\n• Easy maintenance\n• Acid-resistant pipes\n• Intake above water level (prevents\n• Sealed bearing with no risk of\ncontamination (bearing is replaced during service maintenance)","domain":"hydraulic_engineering"}
{"url":"http://www.dailygazette.com/news/2012/sep/19/saratoga-county-supervisors-approve-new-sewer-line/","date":"2013-12-11T20:50:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1386164046334/warc/CC-MAIN-20131204133406-00056-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.8691098093986511,"token_count":71,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__106479559","lang":"en","text":"Saratoga County supervisors approve new sewer lines\n$18M project to target Saratoga Lake, Hudson River areas\nWednesday, September 19, 2012\nText Size: A | A\nCounty supervisors Tuesday approved $18 million in construction contracts for new sewers to be installed around Saratoga Lake and along the Hudson River in Halfmoon...","domain":"hydraulic_engineering"}
{"url":"https://hungarytoday.hu/construction-of-the-new-dam-protecting-esztergom-begins/","date":"2024-04-16T16:17:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817103.42/warc/CC-MAIN-20240416155952-20240416185952-00181.warc.gz","language_score":0.9218710660934448,"token_count":403,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__87777293","lang":"en","text":"View of Esztergom with the Danube and the Basilica\nThe General Directorate of Water Management has started the first phase of the new dam system to protect Esztergom (northwest Hungary). During the course of the project, one and a half kilometers of flood protection system will be built on the Prímás Island.\nIn the more urbanized areas of the island, along the Danube Promenade, parapet walls and mobile flood protection walls will protect the city from flood waves. In the more natural areas, structural flood protection embankments will be built.\nThe government has earmarked HUF 13.8B (EUR 35.5M) for the first phase of the works, between the Marie Valerie bridge and the ramp on Prímás Island.\nTo compensate for the necessary felling of trees in the area, 1.1 hectares of new forest will be planted, 11 hectares of habitat will be restored, and three hectares will be used to control invasive plant species.\nIn September 2023, another contract was signed for the design of the second phase of the development, aiming to connect the new protection line to the existing flood protection embankment and to protect the Primate’s Palace and Elisabeth Park. The second phase will also include the construction of the Primate’s Palace seepage system and several urban development elements. The works will be carried out on the basis of a consortium between the municipality of Esztergom and the North Transdanubian Water Directorate, under the overseeing of the General Directorate.\nThe flood protection structures currently in place were built in the 1910s, and last improved in the 1960s. Since then, there have been several episodes of rising flood waters. The current protection line no longer meets the height requirements for the safe discharge of major floods, and no further embankment development is possible on the original track.\nVia MTI; Featured Image: Pixabay","domain":"hydraulic_engineering"}
{"url":"http://www.waterky.org/wapda-will-add-11000-mw-of-environmentally-friendly-electricity-to-the-national-grid/","date":"2023-03-29T13:53:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296948976.45/warc/CC-MAIN-20230329120545-20230329150545-00657.warc.gz","language_score":0.9271172881126404,"token_count":346,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__243590222","lang":"en","text":"Wapda will add 11,000 MW of environmentally friendly electricity to the national grid\nISLAMABAD – The Water and Power Development Authority (WAPDA) is actively pursuing six hydropower projects to add more than 11,241 MW of environmentally friendly hydel electricity to the existing 9,443 MW hydel generation in coming years.\nWapda officials told APP here that currently the total installed capacity of 24 Wapda hydel power plants stands at 9,443MW and adding more than 11,241MW will bring it to 20,684.4MW.\nExisting power stations included the Tarbela, Mangla, Ghazi Brotha, Neelum Jehlum and Warsak hydroelectric projects, which contributed about 25% of the total system capacity of 36,166 MW from all sources, they said. They said the net electricity production was around 32,000 GWh per year from said power plants. Sharing details of upcoming hydel power projects, they said Dasu hydropower project will bring in 4,320MW, Tarbela 5th extension 1,510MW, Mohmand dam 800MW, Diamer Basha 4,500MW, of energy Keyal Khwar 128 MW and Kurram Tang 83.4 MW at the national level. grid system.\nMeanwhile, the Pakistan Atomic Energy Commission (PAEC) has also developed several nuclear power projects to support Pakistan’s economic rise. The total installed capacity of nuclear power plants connected to the national power grid was 3,530 MW, which included the 1,330 MW Chashma nuclear power project and the 2,200 MW Karachi nuclear power project.\nComments are closed.","domain":"hydraulic_engineering"}
{"url":"https://www.spitznas.de/en/tools/saws/hfa-saws/band-saws-hfa/","date":"2023-10-04T16:53:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511386.54/warc/CC-MAIN-20231004152134-20231004182134-00250.warc.gz","language_score":0.6542614698410034,"token_count":172,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__124457826","lang":"en","text":"Band Saws (HFA):\nThe band saws HFA for hydraulic HF emulsion (min. 0.3% percentage hydraulic oil) are particularly designed for the use in the ATEX area zone I (underground coal mining).\n|ORDER NO.||ATEX Specification||Volume flow||Power||Cutting capacity max. dia.||Cutting capacity max. □||Noise level LpA||Vibration level||Weight|\n|5 6085 0010||IM2ExhIMbT6||10||1.8||160.00||180x120 (7\"x4\")||80.0||<2.5||13.8|","domain":"hydraulic_engineering"}
{"url":"http://memrieconomicblog.org/bin/content.cgi?news=865","date":"2019-03-27T00:39:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912207146.96/warc/CC-MAIN-20190327000624-20190327022624-00075.warc.gz","language_score":0.9385960698127747,"token_count":192,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__55422089","lang":"en","text":"A Turkish government tender for the construction of Cizre Dam and a hydroelectric power plant on the Tigris River has been completed with construction to start in June and will take an estimated three-and-a-half years to finish.\nThe power plant's annual capacity will be 1.2 billion kilowatt hours and the electricity generated will be sold to the private sector.\nAfter completion of the project, the Turkish Treasury will earn a \"production fee\" of $67 million [a year], for a total of $3.2 billion over 49 years of operation.\nWith the dam's location on the Turkish-Iraqi border, electricity exports are also envisioned. The Cizre Dam will provide irrigation for 121,000 hectares [about 299,000 acres] of farmland in the southeastern districts of the country. (1 hectare = 2.4710 acres)\nToday’s Zaman, Turkey, January 25, 2008","domain":"hydraulic_engineering"}
{"url":"http://ighrus.com/en/projects/bekeshevskaya-malaya-ges/","date":"2020-09-23T03:12:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400209665.4/warc/CC-MAIN-20200923015227-20200923045227-00611.warc.gz","language_score":0.7876798510551453,"token_count":86,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__173325454","lang":"en","text":"Stavropol Territory, Predgorny District, 7-8 km higher up Bekeshevskaya village\nYear of ending:\nJune 2014 – December 2017.\nDesign and survey works on the project «Small hydropower plant Bekeshevskaya»\nDevelopment of design documentation and approval of design and estimate documentation and engineering survey results in autonomous organization «State expert appraisal in the construction sphere»","domain":"hydraulic_engineering"}
{"url":"https://en.wasion.com/caseStor/2.html","date":"2024-02-29T23:02:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474853.43/warc/CC-MAIN-20240229202522-20240229232522-00682.warc.gz","language_score":0.8844699859619141,"token_count":146,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__130431205","lang":"en","text":"Client: Guangdong No.2 Hydropower Engineering Company\nCountry or Region: Hainan, China\nDescription: It is a significant infrastructure project for the Hainan Free Trade Port, and the total solar photovoltaic generation over 25 years is estimated to be approximately 2.236 billion kWh, with an average annual generation of 89.45 million kWh. The Agricultural Photovoltaic & Energy Storage project covers a total area of approximately 778 acres, with 560 acres dedicated to Photovoltaic vegetable cultivation. The installed photovoltaic capacity is 60 MW, and the new energy storage capacity is 15 MW/30 MWh. The total investment in the project is approximately 350 million CNY.","domain":"hydraulic_engineering"}
{"url":"https://www.donedeal.ie/tools-for-sale/water-pump/32146617?utm_campaign=contentsharing&utm_medium=advertsweb&utm_source=adverts","date":"2022-11-26T15:32:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446708010.98/warc/CC-MAIN-20221126144448-20221126174448-00573.warc.gz","language_score":0.916668176651001,"token_count":177,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__61653247","lang":"en","text":"CLEANCRAFT FWP 50 2\" PETROL WATER PUMP\nFree nationwide delivery.\nView and buy at https://www.iedepot.ie/cleancraft-fwp-50-2-petrol-water-pump/\nor call 091876595\nCleancraft 2” water pump is driven by a 4-stroke petrol engine and is fitted inside a steel cage to help to carry and protect the components. Equipped with a large 2-inch suction and 2-inch outlet diameter. The maximum flow rate of this water pump is 3600 l/min. This pump has a pumping head of 30m and a suction head of 7m. The pump's impeller is constructed from tough cast iron. This pump is ideal for industrial, irrigation and commercial applications. Petrol powered pull-start engine.","domain":"hydraulic_engineering"}
{"url":"https://www.crystallakebeachclubnj.com/ramapo-mountain-lakes-inc-rml/dredging-info","date":"2018-09-20T14:12:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267156513.14/warc/CC-MAIN-20180920140359-20180920160759-00019.warc.gz","language_score":0.7689655423164368,"token_count":113,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__43164371","lang":"en","text":"Crystal Lake Dredging: 1968-1970\n- A major dredging project from 1968 to 1970. Refer to the the attached document to view project photos from RML files.\nCL Dredging 1968-70 (1).pdf\nCrystal Lake Dredging: 2012-2013\n- The Borough of Oakland's contractor removed 15,000 cubic yards of material from Crystal Lake as part of the Ramapo River Stabilization project.\nCrystal Lake Dredging 2012-2013 (1).pdf\nCrystal Lake Dredging Frequently Asked Questions:","domain":"hydraulic_engineering"}
{"url":"http://www.maciverconsultancy.com/?page_id=126","date":"2023-09-28T08:49:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510368.33/warc/CC-MAIN-20230928063033-20230928093033-00242.warc.gz","language_score":0.7975687980651855,"token_count":86,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__135811098","lang":"en","text":"The Bragar Slipway project consisted of the construction of a new slipway for boat users on the West Side of Lewis. Maciver Consultancy Services Ltd provided project management, Civil and Structural Engineering Services. . The principal Contractor on the project was Bardon Aggregates.\nContact:2a Stenish Stornoway Isle of Lewis HS2 0AA","domain":"hydraulic_engineering"}
{"url":"http://www.zurich-valves.pe/en/producto/valvulas-de-cono-fijo-hilton/","date":"2022-01-29T07:50:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320300573.3/warc/CC-MAIN-20220129062503-20220129092503-00255.warc.gz","language_score":0.9234870076179504,"token_count":140,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__65362504","lang":"en","text":"Hilton Fixed Cone Valves are designed for continuous flow control with free discharge. They are commonly used in reservoirs for reservoir and turbine by-pass. The valve’s features and robust construction are designed to provide years of trouble-free service. The unique rib design reduces vibration. Hilton Fixed Cone Valves operates smoothly from zero to 100% capacity without cavitation. Flow discharge coefficient is between 0.80-0.85.\nHilton Fixed Cone Valves are available with a baffled hood design that provides ~ 90% energy reduction compared to 20%-40% reduction for an un-baffled hood (based on testing performed at the Utah State University Water Research Laboratory).","domain":"hydraulic_engineering"}
{"url":"https://tidalenergytoday.com/2016/07/22/image-of-the-day-atlantis-lines-up-meygen-foundations/","date":"2017-12-17T17:47:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-51/segments/1512948597295.74/warc/CC-MAIN-20171217171653-20171217193653-00083.warc.gz","language_score":0.9221992492675781,"token_count":145,"dump":"CC-MAIN-2017-51","global_id":"webtext-fineweb__CC-MAIN-2017-51__0__187780180","lang":"en","text":"Atlantis Resources is conducting final preparations on its tidal turbine foundations which will be used for the MeyGen tidal array project.\nThe image depicts a production line of MeyGen foundation structures currently being prepared at Global Energy Group’s Nigg marshalling yard.\nAtlantis will install four tidal energy turbines as part of the Phase 1A of the recently grid-connected MeyGen project this summer, with the combined capacity of 6 MW.\nThree tidal turbines for the Phase 1A of the project are made by Andritz Hydro, and one is designed by Lockheed Martin.\nOnce fully built, the 400MW MeyGen project is expected to generate enough clean electricity to power 175,000 Scottish homes.","domain":"hydraulic_engineering"}
{"url":"https://www.copconstruction.com/project/marina-pump-station/","date":"2021-10-18T23:19:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585215.14/warc/CC-MAIN-20211018221501-20211019011501-00197.warc.gz","language_score":0.9417891502380371,"token_count":158,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__72731438","lang":"en","text":"This project consisted of installing 1200 Linear Feet (LF) of 30-inch ductile iron pipe and 100 LF of 42-inch HDPE, dredging of the marina, as well as part of the lake and constructing settling ponds for the dredged material. The project also included 37-foot-deep excavation for a wet well and 25-foot-deep excavation of the 42 inch HDPE.\nCOP also constructed a new pump station consisting of four new 10 inch pumps with mechanical pipe, including two self-cleaning amiad filters. A new intake structure, with 30-inch SS wire screens and air burst systems, was also installed.[embed]https://www.youtube.com/watch?v=-_SahmBBMJQ[/embed]","domain":"hydraulic_engineering"}
{"url":"http://www.madisoniannews.com/page/39/","date":"2015-05-06T17:30:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-18/segments/1430458969644.56/warc/CC-MAIN-20150501054249-00025-ip-10-235-10-82.ec2.internal.warc.gz","language_score":0.9498671293258667,"token_count":115,"dump":"CC-MAIN-2015-18","global_id":"webtext-fineweb__CC-MAIN-2015-18__0__148046187","lang":"en","text":"Five years ago, reconstruction began on the intake of the Hebgen Dam, which controls the flow of the Madison River. Now, the project is projected to be complete by the end of this summer.\n“In 2005, analysis indicated a need for the intake to survive a maximum earthquake,” said Benjamin Cope, NorthWestern Energy’s project manager for the dam rehabilitation. “Then in 2008, the stop logs in the dam failed and we had an uncontrolled release, which accelerated the need to begin the project. Construction began in 2009.”","domain":"hydraulic_engineering"}
{"url":"https://www.foulgerstoolstore.co.uk/hydraulic-press-premier-15tonne-floor-type-with-foot-pedal---sealey---yk15ffp/?Page_ID=3610&refpid=&id=775938","date":"2022-05-24T00:50:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662562106.58/warc/CC-MAIN-20220523224456-20220524014456-00021.warc.gz","language_score":0.6968464851379395,"token_count":125,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__290668676","lang":"en","text":"Hydraulic Press Premier 15tonne Floor Type with Foot Pedal - Sealey - YK15FFP\n• Table Aperture: 138mm.\n• Working Table Width: 550mm.\n• Ram Stroke: 160mm.\n• Steel frame construction with speed/torque adjustable hydraulic pump unit featuring manual handle and foot pedal.\n• Sliding hydraulic ram assembly gives 160mm of lateral travel for off-centre pressing applications.\n• Frame head fitted with ram pressure gauge.\n• Supplied with flat pressing plate/V-blocks.\n• Model No. YK15FFP","domain":"hydraulic_engineering"}
{"url":"http://darhudumahardware.com/product/end-suction-centrifugal-close-coupled-pumps-lbi-series/","date":"2023-12-02T10:55:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100399.81/warc/CC-MAIN-20231202105028-20231202135028-00325.warc.gz","language_score":0.8343620300292969,"token_count":216,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__118221223","lang":"en","text":"- The pump casing shall have material of construction of Cast Iron FG 260 (standard supply), Bronze LTB2, CF8, CF8M, axial suction and radial discharge port, dynamically balanced impeller, steel shaft, stainless steel shaft sleeve.\n- The Pump shaft sealing shall be by mechanical shaft seal of Carbon/Ceramic/NBR/AISI 304 construction suitable for 10 bar pressure rating and water temperature from 0 to +90 deg. C.\n- The pump shall be close coupled with a totally enclosed fan cooled type (TEFC) Induction motor, with F class insulation, S1 duty and IP55 protection, suitable for 3 phase 415 volts, 1 phase, 230 volts power supply.\n- The pump shall have back pull out design so as to enable the rotating parts to be removed and serviced without dismantling the suction and discharge pipe work.\n- All cast iron parts shall be CED (cathode electrode deposition) coated for corrosion resistance with uniform coating and controlled deposition thickness of 20-30 microns.","domain":"hydraulic_engineering"}
{"url":"https://mjp.maharashtra.gov.in/en/projects","date":"2022-05-25T10:53:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662584398.89/warc/CC-MAIN-20220525085552-20220525115552-00125.warc.gz","language_score":0.922259509563446,"token_count":140,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__247390670","lang":"en","text":"MJP has completed 11000+ Rural water supply schemes, 389 Urban water supply schemes and 26 drainage schemes for towns. MJP has completed water supply scheme for each town of Maharashtra excluding Mumbai. Some of the major schemes completed by MJP are as follows,\n- WB aided projects for 6 towns and 105 villages in MMR area.\n- WB aided project of 118 WSSs covering 2 towns + 540 villages in 10 districts.\n- Amaravati WSS comprising 55 km water transmission.\n- Nagpur WSS based on Kanhan river.\n- Morbe dam of capacity 410 MLD built for Navi Mumbai.\n- Additional 100 MLD WSS for Thane.","domain":"hydraulic_engineering"}
{"url":"https://retailhippo.com.au/category/tools/pumps/","date":"2019-10-19T19:47:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986697760.44/warc/CC-MAIN-20191019191828-20191019215328-00494.warc.gz","language_score":0.6850420832633972,"token_count":217,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__162348651","lang":"en","text":"No products in the cart.\nShowing all 21 results\nGiantz 12V Bio Diesal Transfer Pump\n12V Portable Water Pressure Shower Pump\nGiantz 1500W Garden High Pressure Water Pump\nGiantz 2inch High Flow Water Pump – Black & Red\nGardeon Solar Powered Water Pond Pump 60W\nGiantz Automatic Electronic Water Pump Controller – Yellow\nGiantz High Pressure Water Transfer Pump – Red\nGiantz 2300W High Pressure Water Pump\nGiantz 1800W High Pressure Garden Water Pump\nGiantz Electric Clean Water Pump\nGiantz 25000W High Pressure Rain Tank Pump\nGiantz 800W Stainless Steel Garden Water Pump\nGiantz Adjustable Automatic Electronic Water Pump Controller – Black\nGiantz 1800W Submersible Water Pump\nGiantz 2000W High Pressure Garden Water Pump\nGiantz Toilet Disposal Unit\nUsername or email address *\nRemember me Log in\nLost your password?\nEmail address *\nSign me up for the newsletter!","domain":"hydraulic_engineering"}
{"url":"https://houstonianonline.com/after-years-of-tensions-ethiopias-controversial-nile-dam-has-been-commissioned/","date":"2023-12-03T01:47:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100476.94/warc/CC-MAIN-20231202235258-20231203025258-00311.warc.gz","language_score":0.9521615505218506,"token_count":277,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__32139836","lang":"en","text":"The controversial Blue Nile Dam has been opened in Ethiopia. Prime Minister Abiy Ahmed activated one of the thirteen turbines to generate power with the push of a number of buttons. “From now on, there is nothing that can stop Ethiopia,” the prime minister said. When completed, the dam will be the largest hydroelectric power plant in Africa.\nThe construction of the Grand Ethiopian Renaissance Dam began in 2011. The project is expected to be completed within two and a half to three years. The dam will then be able to provide 6,500 megawatts of power, more than double the current energy production in Ethiopia, a country of more than 110 million people.\nLocal media reported that the turbine, which is now in operation, will provide 375 megawatts of power. The dam is 145 meters high and is located in Juba, western Ethiopia, close to the border with Sudan. The costs are about 3.7 billion euros.\nTensions between the Nile countries\nThe project has led to tensions with Sudan and Egypt, through which the Nile also flows, due to repercussions on the water level in the river. Ethiopia uses the waters of the Nile to fill the reservoir in the dam. The lake has a capacity of 74 billion cubic meters of water.\n“Infuriatingly humble social media buff. Twitter advocate. Writer. Internet nerd.”","domain":"hydraulic_engineering"}
{"url":"https://balkaneu.com/21230/","date":"2021-07-29T02:49:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046153814.37/warc/CC-MAIN-20210729011903-20210729041903-00384.warc.gz","language_score":0.9281717538833618,"token_count":216,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__236957982","lang":"en","text":"Review Hari Stefanatos\nSlovenia is well on its way with the project to build five hydro-power station in the final 50km of the river Sava. Three power stations have already been constructed in Boštanj, Blanca and Krško (photo), with works on the forth on Brežice to start today. The final power station that will complete the €250mln project will be constructed in Mokrice about 10km further downstream.\nThe works on the current power station are expected to be finished on the second half of 2017. The Brežice power plant’s rated capacity will be 45 megawatts, with an annual capacity of 161 gigawatt hours, while the facility will contribution 1% of the electricity produced in Slovenia annually.\nPrime Minister, Alenka Bratušek, will inaugurate the launch of the construction.\nConstruction on the last hydro-power station facility in Mokrice is expected to begin in a year, with an estimated completion date somewhere in 2018 or 2019.","domain":"hydraulic_engineering"}
{"url":"https://masterlandscapesupply.com/products/pentair-pentek-1-hp-submersible-water-pump-control-box","date":"2023-03-24T09:04:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296945279.63/warc/CC-MAIN-20230324082226-20230324112226-00432.warc.gz","language_score":0.6523904204368591,"token_count":193,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__224057274","lang":"en","text":"Pentair SMC-IR2021-01 Pentek 1 HP Submersible Water Pump Control Box\nOriginal price $96.50 - Original price $96.50\n$96.50 - $96.50\nCurrent price $96.50\nPentair P3entak 1-HP Submersible Water Pump Control Box\nSubmersible Motor Controls - Water Pump Control Box\nStandard controls for single-phase 3-wire submersible motors\nApplications Water systems…for residential, multiple housing, farm and commercial installations, where a submersible 3-wire motor is used.\nAgency Approvals CSA CUS Certified Pentek Submersible Motor Controls can be used with Pentek XE Series and other 4\" single-phase motors.","domain":"hydraulic_engineering"}
{"url":"https://www.2gofm.com.au/news/national/snowy-hydro-expansion-to-fix-power-crisis","date":"2018-10-19T15:10:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583512411.13/warc/CC-MAIN-20181019145850-20181019171350-00456.warc.gz","language_score":0.9279179573059082,"token_count":158,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__42291960","lang":"en","text":"Photo: Getty Images\nMalcolm Turnbull will today reveal details of what's expected to be the biggest infrastructure project in a decade.\nA $2 billion dollar expansion of the Snowy Hydro Scheme to boost capacity by 50%, delivering power to an additional 500,000 homes nationally.\nThe project is expected to take four years, creating thousands of jobs in the process with a feasibility study to be complete by the end of 2017.\nNo new dams will be built, instead more tunnels and power stations will be created.\nIt'll be the first extension since the original series of dams and power stations were complete in 1974 at a cost of $840 million.\nThe expansion will be act as emergency storage for the entire network from South Australia to Queensland.\nImage: Snowy Hydro Scheme","domain":"hydraulic_engineering"}
{"url":"https://aqua-system.czechtrade.us/utomatic-pressure-stations","date":"2020-11-29T06:54:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141197278.54/warc/CC-MAIN-20201129063812-20201129093812-00294.warc.gz","language_score":0.7341828346252441,"token_count":161,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__55653152","lang":"en","text":"We design, supply and assemble automatic pressure stations. Automatic pressure stations controlled by air-pressure switch and automatic pressure stations controlled by microcomputer with static frequency converter. Automatic pressure stations with submersible pumps.\nDesign of optimal and cost-effective solutions of automatic pressure stations. Custom dimensioning of automatic pressure stations as required by customers.\nAQUA SYSTEM s.r.o.\nIng. Jiří Svoboda\nTel.: +420 602 578 738\nFax: +420 572 593 417\nContact Form >>\n|Product Name: Automatic pressure stations|\n|Payment Terms: cash, invoice|\n|Production Amount: subject of agreement||Minimum Delivery Amount: subject of agreement|\n|Unit Price: according to the current pricelist|","domain":"hydraulic_engineering"}
{"url":"https://iventec.com/en/zasilacze-hydrauliczne/","date":"2023-03-25T11:08:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296945323.37/warc/CC-MAIN-20230325095252-20230325125252-00074.warc.gz","language_score":0.9570369720458984,"token_count":81,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__201354866","lang":"en","text":"Iventec deals in the production and supply of hydraulic power packs. The power packs are designed from basics according to the customer's guidelines and optimized to reduce the costs. The project also includes the preparation of technical documentation, hydraulic diagrams as well as start-up and tests. We supply also ready power packs with multiple configurations for applications with smaller power.\nGo to our online store","domain":"hydraulic_engineering"}
{"url":"https://sunpost.in/nod-build-arun-power-project/","date":"2023-11-28T22:40:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100016.39/warc/CC-MAIN-20231128214805-20231129004805-00620.warc.gz","language_score":0.9161239862442017,"token_count":322,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__74677056","lang":"en","text":"Shimla : The Union cabinet has approved the investment proposal for 900 MW Arun –III Hydro Electric Project in Nepal.\nThe project is located in Sankhuwasabha district of Nepal on the river Arun and is a run-of-the-river project.\nR.N. Misra, SJVN chief informed that a 70 meter high gravity dam will be constructed from which water will be diverted into 11.74 km Head Race Tunnel (HRT).\nThe power house will have 4 Vertical Francis type generating units of 225 MW each amounting to 900 MW of electricity. The power station will generate 4018 Million Units of electricity.\nMisra said the project will be executed through SJVN Arun III Power Development Company (SAPDC), which is a wholly owned subsidiary of SJVN.\nThe estimated cost of project is Rs 5723 crore to be built in fiver years.\nSJVN bagged the project through International Competitive Bidding and Memorandum of Understanding (MOU) was signed with Nepal for the execution of 900 MW Arun – III HE Project on BOOT basis. The project will generate employment for around 3000 persons in the construction phase.\nThe Project Development Agreement (PDA) provides 21.9% free power to Nepal for the entire concession period of 25 years. The surplus power from the project shall be exported from Dhalkebar in Nepal to Muzaffarpur in India.\nThe project will provide surplus power to India strengthening power availability in the country and will also strengthen economic linkages with Nepal.","domain":"hydraulic_engineering"}
{"url":"https://www.continental-industry.com/en/solutions/fluid-handling/passenger-cars/chassis-body/active-chassis-stabilization","date":"2023-03-26T22:02:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296946535.82/warc/CC-MAIN-20230326204136-20230326234136-00271.warc.gz","language_score":0.8433745503425598,"token_count":72,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__104196263","lang":"en","text":"Hydraulic Lines for Active Chassis Systems\nActive suspension systems actively control driving dynamics and driving comfort, which contributes to increased driving safety.\nAn intelligent combination of hydraulic lines and electronics is the basic prerequisite for optimal power transmission and control of the vehicle chassis.\n- Pump pressure line\n- Underbody line\n- Actuator line\n- Return line","domain":"hydraulic_engineering"}
{"url":"https://rhandirmwyn.smugmug.com/LlynBrianne/Dr-Jack-Parr-Family-Collection/i-Kq3wGBZ/","date":"2017-05-29T04:07:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-22/segments/1495463612013.52/warc/CC-MAIN-20170529034049-20170529054049-00430.warc.gz","language_score":0.9429435133934021,"token_count":306,"dump":"CC-MAIN-2017-22","global_id":"webtext-fineweb__CC-MAIN-2017-22__0__243497180","lang":"en","text":"The Tywi Valley at the site of construction of Llyn Brianne reservoir. It was a beautiful valley.\nLate 1960's - The construction workers have arrived in the Upper Tywi Valley. The tunnel is nearly completed to divert the river. Soon the building of the dam will commence and valley will be changed for ever.\nThe tunnel to divert the river was necessary before they could build the dam.\nLate 1960's a young boy looks down on the Llyn Brianne construction site.\nThe dam wall is growing and is about two thirds of its final height.\nAnother view of the Llyn Brianne construction site.\nLlyn Brianne construction site.\nA view of the tunnel used to divert the river.\nThe dam wall is complete and the spillway is under construction.\nTesting the valve at the base of the dam. This was later replaced with a hydro-electric generating system which is still in use today.\nLlyn Brianne dam opened in 1973.\nA view from the top of the dam wall.\nThe Fanog Farm awaits its final demise as the rising waters of Llyn Brianne head ever closer.\nThe ruin however reappeared in 1976, 1984, 1989 and 1995 when the level of the reservoir fell due to low rainfall.\nA view of the construction site from above Clyn Gwyn in the Doethie valley.\nThe spillway under construction.\nThe rock face at the side of the dam wall.\nHome - Main Site - Contact Us","domain":"hydraulic_engineering"}
{"url":"http://www.bdgatevalve.com/electric-control-valve/63249241.html","date":"2024-02-29T01:55:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474775.80/warc/CC-MAIN-20240229003536-20240229033536-00714.warc.gz","language_score":0.6646327376365662,"token_count":311,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__171044356","lang":"en","text":"Click on the follow link to find out more information: https://www.jscepai.com/electric-control-valve/\n- Company Name: CEPAI Group Co., Ltd.\n- Product/Service: Control Valves , Butterfly Valve , Magnetic Flow Meter , Gate Valve , Ball Valve , Globe Valve\n- Year Established: 2009\n- Contact Person: Mr. cepai\n- Tel: 86-0517-80900000\nPremium Related Products\ncontrol valve drawing standard water globe valve price china supplierMotorized globe valve PN16-PN100stainless steel 304 y type bellow globe valve pricevalves grey iron globe valve PN16 makeup china supplier with pricestainless steel 304 316 321 three way flange ball valve china supplierductile cast iron valve threaded valves suppliers globe valve pricehand wheel wafer center line butterfly valve china supplierWCB pn10 pn16 electric actuated knife gate valve china supplierStandard General PYL Brand D71X China Made DN50 to DN600 Water Medium Temperature Cast Iron Manual Low Pressure Butterfly Valvecast steel rising stem water parts gate valve toughness4 inch ductile iron soft sealing gate valve with pricecast iron low pressure flange gate valve made in chinaDN200 water rising stem GOST gate valveCheap price stainless steel disc pn16 dn100 gate valve manufacturerLighter Carbon steel gost hard sealing gate valve Z41H-16C made in Chinazero leakage WCB gate valve prices","domain":"hydraulic_engineering"}
{"url":"https://repp.energy/publication-type/case-studies/technologies/run-of-river-hydro/","date":"2022-11-29T14:02:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710698.62/warc/CC-MAIN-20221129132340-20221129162340-00700.warc.gz","language_score":0.8881065249443054,"token_count":136,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__46155979","lang":"en","text":"Technologies: Run-of-river hydro\n10.2MW run-of-river hydropower plant will support Burundi’s climate action targets and increase power production by over 10%. View case study\nPair of run-of-river hydropower plants with combined 10MW generating capacity will provide improved energy access to 280,000 people.\nA 100MW portfolio of run-of-river hydroelectric power and rural distribution projects to provide improved energy access for nearly three million people across four countries.\nPartially completed 6MW project will improve energy access to more than 175,000 people in the foothills of Mount Kenya.","domain":"hydraulic_engineering"}
{"url":"https://www.cahgf.info/long-life-low-cost-gb-s-duplex-heads-mechanical-diaphragm-metering-pump_19882/","date":"2021-09-16T11:49:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780053493.41/warc/CC-MAIN-20210916094919-20210916124919-00045.warc.gz","language_score":0.8871135115623474,"token_count":100,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__249965089","lang":"en","text":"Products-KOSEN VALVE CO.,LTD.\nGB-S Duplex Heads Diaphragm Metering Pumps. GB-S mechanical diaphragm metering pump is high flow duplex heads mechanical diaphragm pumps. It is also robust and compact design which is easy for installation and cost effective. The duplex heads can reduce the pulse and energy. It is capable of handling flow rate up to 3600lph and pressure up to 5 ...Get Price","domain":"hydraulic_engineering"}
{"url":"https://shukalb.al/en/english-korca-water-supply-and-sewerage-company-new-investments-in-rural-areas/","date":"2021-12-02T12:45:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964362219.5/warc/CC-MAIN-20211202114856-20211202144856-00134.warc.gz","language_score":0.9625188708305359,"token_count":850,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__41353894","lang":"en","text":"Korca Water Supply and Sewerage Company (Korca WSSC) has started at the beginning of this year the implementation of the project for investments in water supply system in the Administrative Units of the Municipality of Korca. The project is funded by the Albanian Government and consists mainly in the construction of water reservoirs, pumping stations, water transmission lines, the replacement of the depreciated network and the construction of chlorination rooms. In total, the project involves works in 11 villages, with duration of about 9 months.\nConstruction of 10 kV transmission line and 100 kVA electric transformer cabin\nPrior to the Project, the village of Porodine suffered from intermittent water supply due to the lack of an electric transmission line for the pumping station.\nThe construction of the electric line for the power supply of the pumping station, as well as the construction of the respective electric cabin, will guarantee the appropriate water supply for this village.\nConstruction of a new water distribution network in the village of Pulahe, construction of a chlorination room at the existing reservoir and diversion of the Vithkuq line\nIn the village of Pulahe, the existing water distribution network was depreciated. The existing reservoir lacked a chlorination room. The part of the Vithuqi line that passes near the lake of this village has had some defects on its length and the presence of water in the lake made it difficult to repair them.\nFor these reasons there was a need to build a new water distribution network as well as a chlorination room near the existing reservoir. The Vithkuq water distribution line can be diverted by shifting from the existing trail which passes into the lake. This by passes the segment of the line that has defects and guarantees access to the line in the future.\nConstruction of a new water distribution network in the village of Barç and a transmission line from the pumping station to the reservoir\nIn the village of Barç, the existing water distribution network was depreciated. The water sources that supply the reservoir of this village are relatively unstable and in some cases do not guarantee the needed amount of water.\nThat is why it was necessary to build a new water distribution network, as well as to construct a transmission line together with a pumping station and tanker which will enable the connection of the existing village reservoir to the city water distribution network. Thus, in cases when the village water resources do not guarantee the required amount of water, the station will be put into operation.\nConstruction of a new distribution network in the village of Voskop, construction of chlorination rooms for each reservoir and transmission line from the pumping station to the reservoir\nIn the village of Voskop, the existing distribution network was depreciated. The water resources that supply the reservoirs of this village are relatively stable, but in some short periods of the year they could not guarantee the required amount of water. There was a lack of chlorination rooms in each reservoir and the respective enclosures.\nFor these reasons, it was necessary to build a new water distribution network, chlorination rooms along with their enclosures and existing reservoirs, and to build a transmission line to connect the Toplec spring with the village reservoirs. The existing building of the pumping station near this spring was reconstructed together with the catchment building which was depreciated.\nConstruction of a transmission line from the pumping station to the reservoir in village of Mborje\nIn the village of Mborje, the springs that supply the reservoirs are relatively unstable and in some cases do not guarantee the required amount of water.\nThat’s why it was necessary to build a new transmission line together with a pumping station and tanker to enable connection of the existing village reservoirs to the city network.\nReplacement of a part of the water distribution network in the village of Morava\nIn the village of Morava, an existing segment of the water distribution network made of galvanized steel pipeline was in a depreciated condition and often defective. Thus, it was needed to replace this pipeline by building on its trail a new one, which will guarantee the water supply of this part of the village and will avoid the defects.","domain":"hydraulic_engineering"}
{"url":"https://www.greenboxwholesale.co.uk/product/mj500-pump/","date":"2024-04-22T07:25:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818081.81/warc/CC-MAIN-20240422051258-20240422081258-00684.warc.gz","language_score":0.793590784072876,"token_count":106,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__11801280","lang":"en","text":"Newa Maxi MJ500 Pump\nThe Newa Maxi Jet Pump is a fully submersible multi-use pump. It offers high performance and low power consumption. This versatile pump can be used externally or submerged.\nPowerful submersible water pump.\n- Can be used externally or submerged\n- Silent & low maintenance\n- Offer a 360 degree rotating waterproof outlet\n- Innovative 3-suction cup mount support bracket\n- Water tight impeller chamber\nDesigned and manufactured in Italy.","domain":"hydraulic_engineering"}
{"url":"https://drymortarplant-top.com/dry_mortar_plant/dry_mortar_plant40.html","date":"2023-02-08T04:15:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500671.13/warc/CC-MAIN-20230208024856-20230208054856-00823.warc.gz","language_score":0.8247086405754089,"token_count":242,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__136582108","lang":"en","text":"Dry Mortar Plant\nBW--150 Mud machine\nThe BW-150 type mud pump is a horizontal three cylinder reciprocating single action piston pump, which can transfer eight different pressure and flow. It can be used in the drilling engineering of geological core drilling engineering. It is suitable for small diameter diamond drilling in 1500 meters. It can also be used for middle and low pressure and cement slurry.\nThe BW-150 type mud pump has multiple variable variable variables, energy saving, compact structure, light weight, high efficiency, durable, safe operation, convenient maintenance and low maintenance cost. It is mainly used for geological drilling, geological engineering construction and foundation treatment.\nPlease Feel free to give your inquiry in the form below. We will reply you in 24 hours.","domain":"hydraulic_engineering"}
{"url":"https://www.govplanet.com/jsp/s/search.ips?mode=1&t=7436&sm=0","date":"2020-07-11T08:11:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655924908.55/warc/CC-MAIN-20200711064158-20200711094158-00139.warc.gz","language_score":0.6640356779098511,"token_count":112,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__51873003","lang":"en","text":"Used Hydraulic Driven Submersible Water Pump for sale\nWith IronClad Assurance\nMexico (2,278 mi away)\n6” Intake, 7.5” Discharge, 100 m3/hr, Suction 150 mm, Discharge Connection 180 mm, Voac Hydraulic Motor, 1,200 rpm, 65 kW.\nThe main components appear to be in place and operational. The item appears to be generally complete ****SOLO FACTURA****\nWatchingAdd to Watch List\nShowing 1 item","domain":"hydraulic_engineering"}
{"url":"http://thegillespies.info/aswan.htm","date":"2023-03-20T18:41:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296943555.25/warc/CC-MAIN-20230320175948-20230320205948-00411.warc.gz","language_score":0.9110466837882996,"token_count":89,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__11190557","lang":"en","text":"The Aswan Dam was built to regulate the flow of the\nand so increase\nís cultivable land and provide hydro- electric power. However, it soon proved\ntoo small to control the riverís unpredictable floods. President Nasserís\nsolution was the construction of the High Dam.\nRussian - Egyptian Friendship Monument\nfor Building Aswan Dam\n2,000+ Year Old Cemetary","domain":"hydraulic_engineering"}
{"url":"https://www.yitgroup.com/en/lemminkainen-news-repository/2016/lemminkainen-to-build-and-strengthen-dams-in-southern-sweden","date":"2024-03-05T04:03:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707948217723.97/warc/CC-MAIN-20240305024700-20240305054700-00250.warc.gz","language_score":0.8591256737709045,"token_count":384,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__26950456","lang":"en","text":"LEMMINKÄINEN CORPORATION INVESTOR NEWS 25 MAY 2016 AT 1:00 P.M.\nLEMMINKÄINEN TO BUILD AND STRENGTHEN DAMS IN SOUTHERN SWEDEN\nLemminkäinen and Statkraft have signed a contract on building new dams and securing the existing dams in the Hyltebruk power plant located in southern Sweden. The value of the project is approximately EUR 14 million. The project will start in summer 2016 and is scheduled for completion in summer 2018.\nThe contract covers the execution of the project, including foundation engineering and concrete works. The project will include a new regulating dam with 1 concrete spillway with 4 hatches versus the current 12 and the regulatory capacity will be increased from 200 m3/s to 430 m3/s. The new regulating dam will be 50 meters long and the connecting embankment dams will be about 250 meters. Nearby dams will be reinforced with supporting fill, new drainage and new instrumentation.\n“Lemminkäinen has done several power plant projects in Sweden. Our expertise in foundation engineering and concrete construction and experience in the construction of hydropower plants will be particularly useful in the Statskraft project,” says Harri Kailasalo from Lemminkäinen.\nExecutive Vice President, Infra projects\nTel. +358 207 53394\nLemminkäinen is an expert in complex infrastructure construction and building construction in Northern Europe and one of the largest paving companies in its market. Together with our customers and the 4,800 professionals we employ, we are building a sustainable society. In 2015, our net sales were EUR 1.9 billion. Lemminkäinen Corporation’s share is quoted on NASDAQ OMX Helsinki. www.lemminkainen.com","domain":"hydraulic_engineering"}
{"url":"https://bsci-inc.com/project/replacement-of-the-anacostia-pumping-station-project/","date":"2023-02-04T21:14:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500154.33/warc/CC-MAIN-20230204205328-20230204235328-00499.warc.gz","language_score":0.9239246845245361,"token_count":241,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__97921824","lang":"en","text":"Replacement of the Anacostia Pumping Station Project\nEA Engineering. contracted with BSCI Inc. for Construction of the new finished water pumping station capable of pumping into three different service areas and involving a total of twelve new pumping units. The project includes the complete construction of a new pumping station structure to include lower level area, pump room, operators’ room, electrical room, battery room and generator room. Site work to include excavation, dewatering, paving, landscaping, fencing and miscellaneous site improvements.\nConstruction to include a new electrical substation and new underground feeder duct banks to facilitate operation of the new pumping station. The substation will also include a diesel storage tank. A façade wall constructed around the entire west, north and east sides of the facility. The entire substation will be constructed on a concrete pad. The existing electrical\nsubstation will be removed after the new pumping station has been operational for a period of 30 days.\n- Project Value: $3.5 Million\n- Tanweer Baig, P.E.\n301 Bryant Street Washington, DC 20001\n202/462-5117 202/306 7205","domain":"hydraulic_engineering"}
{"url":"https://northernprojects.net.au/warruwi-drainage-works-and-roadworks/","date":"2024-02-20T21:29:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473347.0/warc/CC-MAIN-20240220211055-20240221001055-00118.warc.gz","language_score":0.9483602046966553,"token_count":125,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__93788645","lang":"en","text":"|Client: West Arnhem Regional Council\nDuration: 8 weeks\nThis Project Consists of the following works:\n• Stone Pitching and concrete works\n• Drainage upgrades\nThe first stage of the works consisted of installing 24 culverts, Cleaning and Shaping the drains to let the water flow and increase the drainage capacity:\nStone pitching and concrete works:\nThe Second stage of the works consisted of stone pitching works to protect the drains from scouring. Concrete margins with weep holes were constructed along a 2 km road to assist in subsurface drainage.\n2 concrete floodways were also installed.","domain":"hydraulic_engineering"}
{"url":"https://www.paintsprayerslv.com/products/537926-hydraulic-tube-kit-8900-12000","date":"2019-06-20T23:39:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627999291.1/warc/CC-MAIN-20190620230326-20190621012326-00441.warc.gz","language_score":0.7875384092330933,"token_count":96,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__23953562","lang":"en","text":"537926 Hydraulic Tube Kit\nThanks for signing up for restock notifications!\nThere was an error signing up for restock notifications. Please try again.\nSpeeflo 0537926 Hydraulic Tube Kit\nThis kit can replace the hydraulic tube and fittings that\nthe older sprayers use.\nNo more fluid leaks from hydraulic tube!\nUsed on the Following Sprayers\nSpeeflo PT8900, PT10,000, PT12,000","domain":"hydraulic_engineering"}
{"url":"http://booneweather.com/National+Map+Station/Blackberry/Printable/","date":"2018-04-25T00:23:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-17/segments/1524125947654.26/warc/CC-MAIN-20180425001823-20180425021823-00013.warc.gz","language_score":0.9350669980049133,"token_count":163,"dump":"CC-MAIN-2018-17","global_id":"webtext-fineweb__CC-MAIN-2018-17__0__231306751","lang":"en","text":"HIDE Flood Warning issued April 24 at 7:51PM EDT until further notice by NWS Blacksburg\n...The Flood Warning continues for the Watauga River near Sugar Grove\naffecting Watauga County North Carolina...\nThe Watauga River near Sugar Grove continues to fall, and will likely\ngo below flood stage later tonight.\nthe Flood Warning continues for\nthe Watauga River near Watauga R. near Sugar Grove.\n* until further notice.\n* at 07PM Tuesday the stage was 6.5 feet and falling.\n* Flood stage is 6.0 feet.\n* Impact...at 6.0 feet...Flooding on portions of Watauga River Road\n* Flood history...this crest compares to a previous crest of 6.9 feet\non Apr 24 2017.","domain":"hydraulic_engineering"}
{"url":"https://www.getoformwork.com/protection-screen/","date":"2024-04-12T14:59:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816024.45/warc/CC-MAIN-20240412132154-20240412162154-00182.warc.gz","language_score":0.9529808759689331,"token_count":168,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__112182924","lang":"en","text":"Solutions for the external working platform and safety protection.\nProtection screen is a new type of safety protection device attached to the structure which can be lifted by the hydraulic system. It is mainly applicable to the peripheral construction protection of high-rise structures.\nConsidering security and ease of operation, it has been successfully used in many projects and optimized iteratively.\nGT-SCS has multiple attachment forms. Compared with the self-climbing platform, GT-SCS has a wider platform, greater rigidity, and stronger bearing capacity. It can adapt to the piecewise climbing system for the construction of special structures such as pitch climbing and inclined climbing, and can meet the needs of more complex construction processes.\nCustomized design according to the specific project situation, providing a full range of solution.","domain":"hydraulic_engineering"}
{"url":"http://huttcity.govt.nz/en/Your-Council/Projects/Blackcreek/","date":"2015-03-29T16:21:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-14/segments/1427131298576.76/warc/CC-MAIN-20150323172138-00267-ip-10-168-14-71.ec2.internal.warc.gz","language_score":0.9092497825622559,"token_count":407,"dump":"CC-MAIN-2015-14","global_id":"webtext-fineweb__CC-MAIN-2015-14__0__172049177","lang":"en","text":"What's this project about?\nWork on the Black Creek channel started in 2005 to deal with flooding of the banks of Black Creek, and as part of a wider programme to enhance stormwater protection in Hutt City.\nThe project is designed to contain flows from a rainfall event that would reasonably be expected once in every 100 years. This is the current stormwater design standard, which takes into account potential climate changes and future development in the catchment.\nWhat’s the duration of the project?\nThe 100-year return period level of flood protection is being achieved over three stages:\nStage one, completed in 2005/2006\n- Widening of the stream channel between the Main Road bridge and the Parkway Drain\n- Replacing the Bryan Heath Park pedestrian bridge\nStage two, completed in 2006/2007\n- Widening the stream channel between the Parkway Drain and Nelson Crescent bridge\n- Widening the stream channel from the Parkway Drain to Konini Street\n- Constructing a new footbridge over the widened channel in Frederick Wise Park\nStage three, started in 2007/2008\nWhat we've completed so far\n- Replacing the Best Street pedestrian bridge to remove the bottleneck and widen the creek at this point (2007/2008)\n- Design for the realignment of the Konini pedestrian bridge to Rata Street\n- Design of the new Fitzherbert Road Bridge\nWhat happens next?\nWe’re currently applying for resource consent for the construction of two bridges:\n- In January 2011 construction work will start to remove the Konini pedestrian bridge and construct a new bridge at Rata Street\n- In the new financial year of 2011/2012 the construction of the new Fitzherbert Road Bridge will begin\nWhat will the project achieve for the community?\nThe work will:\n- Improve the capacity of the Black Creek channel to reduce the likelihood of flooding in the area\n- Improve landscaping, planting and walkway maintenance\n- Allow better drainage from newly shaped grassed berms","domain":"hydraulic_engineering"}
{"url":"https://farmcare.com.au/category/products/water-pumps/water-pumps-onga/","date":"2021-10-26T20:50:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587926.9/warc/CC-MAIN-20211026200738-20211026230738-00211.warc.gz","language_score":0.9355312585830688,"token_count":524,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__1227138","lang":"en","text":"The ONGA JSP range of pumps include the Jsp 110 and Jsp 120. Both pumps feature stainless steel housings an the proven Press-Control system. While the pumping figures for the press-control fitted pumps are similar yo the JSK tank models the running pressure is higher and deliver constant pressure. The press-control has the added benefit having dry-run protection and require no maintenance.\nThe ONGA JSK 110 and 120 are two of the most popular pumps that Farmcare sells. The 110 feaures a head of 40m and an open flow of 50 lpm. Making it suitable for small to medium sized homes. The JSK120 has a head pressure of 45 m and an open flow of 90 lpm, making it suitable for larger homes or 2 story homes. These pumps feature stainless steel pump housings which offer excellent protection against pump over-heating.\nThe ONGA JM 100 jet assisted pump is a low cost, yet quality entry level pump for pressure system applications. It has a nominal head of 40m and an open flow rate of 40 lpm. It comes with a Mini-press contant pressure system which also serves as a dry run protection system. It is suitable for small domestic applications. It is suitable for suitations where a suction lift is encountered.\nThe ONGA 400 series Hi Flow tranfer pumps are single impellor transfer pumps which can be used in a variety of applications including tank to tank transfer, landscaping and horticulture. Pump details are as follows;\n413 .4 kw 18m head 160 Lpm flow\n414 .55kw 18m head 200 Lpm flow\n415 .75kw 22m head 280 Lpm flow\n417 .75kw 26m head 200 Lpm flow\nThe Onga Hi Flow moulded pumps are premium commercial pumps with hi flow farm applications such as dairy wash down etc. They also have application in tank to tank transfer and landscape situations where larger flows of water are required.\n112 25m head 325 Lpm flow\n142 35m head 400 Lmp flow\nThe ONGA Farm Master range is comprised of the OJ700 and OJ 800. Both pumps are premium high performance pumps with much higher pumping pressure and flow rates. Both pumps feature a choice of injectors which enable the pump to perform over a wid range of pressures and flows, making them suitable for very high flow and high head capability.eg\nOJ700 40 to 80m head 75 to 160 Lmp flow\nOJ800 45 to 135m head 50 to 260 Lpm flow","domain":"hydraulic_engineering"}
{"url":"http://www.rochesterfirst.com/news/local-news/ellison-park-closed-due-to-flooding/695722106","date":"2017-06-24T07:07:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-26/segments/1498128320227.27/warc/CC-MAIN-20170624064634-20170624084634-00272.warc.gz","language_score":0.9585384726524353,"token_count":107,"dump":"CC-MAIN-2017-26","global_id":"webtext-fineweb__CC-MAIN-2017-26__0__85003497","lang":"en","text":"ROCHESTER, N.Y. (WROC-TV) - Ellison Park is closed due to flooding.\nAccording to the Monroe County Parks Department, the current water level at the park is 8.4 feet -- flood stage is 7 feet.\nThe normal water level is 3.5 to 4 feet.\nThe pond area of the Ellison Dog Park is also closed.\nThe large dog and small dog areas remain open.\nWatch News 8 for the latest on high water levels and flooding concerns in the area.","domain":"hydraulic_engineering"}
{"url":"http://frameconsultants.com/portfolio/proposed-construction-of-mavoloni-esate-dam-","date":"2020-06-06T16:52:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590348517506.81/warc/CC-MAIN-20200606155701-20200606185701-00342.warc.gz","language_score":0.8139790296554565,"token_count":120,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__91646371","lang":"en","text":"254 20 2213744, 254 20 2251505, 254 20 2213990 email@example.com\n- Client: Mwakawa Investments Limited\n- Commencement Date: Jan 01, 2014\nProposed Construction of Mavoloni Esate Dam.\nProposed Construction of Mavoloni Estate Dam.\nThe main objective is to carry out a detailed design and supervise construction of the dam for Mwakawa Investments Ltd. This is principally an earth dam with a capacity of just over 2,000,000 litres and 12 meters high.","domain":"hydraulic_engineering"}
{"url":"http://filtec.co.nz/Completed_Projects/masterton-water.html","date":"2017-09-26T00:08:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-39/segments/1505818693866.86/warc/CC-MAIN-20170925235144-20170926015144-00202.warc.gz","language_score":0.9565200209617615,"token_count":70,"dump":"CC-MAIN-2017-39","global_id":"webtext-fineweb__CC-MAIN-2017-39__0__41801365","lang":"en","text":"FILTEC project managed the design and construction of three new filters after it was discovered that the old filters were compromised. The replacement filters installed used Tetra Block filter floors.\nKey features of the contract included:\n- Contract management\n- Severn Trent filter blocks\n- Civil & mechanical design\nMasterton Water Treatment Plant (WTP)","domain":"hydraulic_engineering"}
{"url":"https://www.dii-desertenergy.org/uae-to-build-second-hydroelectric-power-plant/","date":"2022-06-26T10:41:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103205617.12/warc/CC-MAIN-20220626101442-20220626131442-00404.warc.gz","language_score":0.9132118821144104,"token_count":144,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__270284211","lang":"en","text":"The stage is being set for the UAE’s second hydroelectric power project with talks already underway between the various concerned parties.\nTalks between the UAE’s Federal Electricity and Water Authority (FEWA) and the government of Ras Al Khaimah are on course for the development of the hydroelectric power project, reported The National.\nDubai Electricity and Water Authority (DEWA) is building the GCC’s first hydroelectric power plant in Hatta. The 250 megawatt project at Hatta, 134km east of Dubai straddling the Hajar mountains bordering Oman, will use water resources from an existing 1,716 million-gallon capacity dam. Read more","domain":"hydraulic_engineering"}
{"url":"https://ospreytaleteller.com/tag/santo-antonio-dam/","date":"2023-06-01T23:03:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224648209.30/warc/CC-MAIN-20230601211701-20230602001701-00789.warc.gz","language_score":0.7986727952957153,"token_count":162,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__216369814","lang":"en","text":"Join 95 other subscribers\nCamera # 1\nCamera # 2\nHarriett Raptor on Wing power Dan Forand on Wing power email@example.com on Hello Doctor Eliza Worthington on Where? firstname.lastname@example.org on Where?\nTag Archives: Santo Antônio Dam\nHarriett’s Wintering Ground\nThe Santo Antônio Dam is a hydroelectric dam on the Madeira River. It is part of a planned four power plant Madeira river hydroelectric complex. The Madeira river hydroelectric complex is part of an effort by South American governments to integrate the continent’s … Continue reading\nPosted in Ospreys Tagged Santo Antônio Dam Leave a comment","domain":"hydraulic_engineering"}
{"url":"https://newcastillian.com/2023/08/27/kzn-dam-report-reveals-varied-water-levels-ahead-of-rainy-season/","date":"2023-12-09T09:17:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100873.6/warc/CC-MAIN-20231209071722-20231209101722-00764.warc.gz","language_score":0.9040246605873108,"token_count":765,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__237039183","lang":"en","text":"While some dams appear to be in healthy condition, others are facing worrisome water levels as the upcoming rainy season approaches.\nLet’s delve into the specifics of the dam situation in KZN:\n- Albert Falls Dam: The water levels at Albert Falls Dam have experienced a slight decrease, moving from 97% last week to 96.7% this week.\n- Bivane Dam: This week, Bivane Dam’s water level stands at 98.6%, showing a decline from the previous week’s 99.3%.\n- Craigie Burn Dam: The water levels at Craigie Burn Dam remain consistent, holding steady at 100.3%.\n- Driel Barrage: Notably, Driel Barrage has seen a substantial rise in water levels, progressing from 90.6% last week to 98.3% this week.\n- Goedertrouw Dam: Currently, the water levels at Goedertrouw Dam are at 99.8%, a slight decrease from the previous week’s 100.1%.\n- Hazelmere Dam: Hazelmere Dam continues to face challenges, with water levels dropping from 54.1% last week to 53.2% this week.\n- Hluhluwe Dam: The water level at Hluhluwe Dam presently stands at 97.6%, down from the previous week’s 98%.\n- Inanda Dam: Inanda Dam’s water levels have decreased to 96.6% from last week’s 97.4%.\n- Klipfontein Dam: There has been a minor reduction in water levels at Klipfontein Dam, from 98.4% last week to 97.9% this week.\n- Mearns Dam: On a positive note, Mearns Dam has seen a slight rise in water levels, progressing from 85.3% last week to 86.8% this week.\n- Midmar Dam: Unfortunately, Midmar Dam’s water levels have declined from 91.1% last week to 89.3%.\n- Nagle Dam: Nagle Dam is currently at 87.7%, down from the previous week’s 90.2%.\n- Ntshingwayo Dam (Newcastle): Ntshingwayo Dam in Newcastle has experienced a marginal decrease, with the water level standing at 72.1% compared to last week’s 72.8%.\n- Pongolapoort Dam: Pongolapoort Dam’s water levels remain stable, currently at 84.6% compared to 84.8% the previous week.\n- Spioenkop Dam: Water levels at Spioenkop Dam are currently at 92.6%, slightly lower than the previous week’s 93.7%.\n- Spring Grove Dam: Spring Grove Dam’s water levels remain virtually unchanged at 77.4%, a small shift from the former week’s 77.8%.\n- Wagendrift Dam: Wagendrift Dam stands strong at 94.5%, with a slight dip from the previous week’s 95.2%.\n- Woodstock Dam: Presently, Woodstock Dam’s water levels stand at 98.9%, a minor variation from the previous week’s 99.3%.\n- Zaaihoek Dam: Zaaihoek Dam’s water levels hold steady at 90.6%.\nWith the diverse state of KwaZulu-Natal’s dams outlined above, it is crucial to consider the implications for water resources management as the rainy season approaches. Readers are encouraged to share their perspectives on these developments in the comment section below.","domain":"hydraulic_engineering"}
{"url":"http://pisomfi.mypop3.net/424","date":"2020-12-04T13:34:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141737946.86/warc/CC-MAIN-20201204131750-20201204161750-00392.warc.gz","language_score":0.8720584511756897,"token_count":2390,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__41272572","lang":"en","text":"Floodplain management plan. The city of fort worth is working on a floodplain management plan for the entire city. This will be the first part of a growing public planning and interaction program being led by the stormwater management division. Drainage manual decemberchapter 4 precipitation introduction overview precipitation is applied to a drainage area to calculate runoff with the sacramento method. Precipitation data is most often in the form of design storms.\nAlternatives to the use of design storms are historic storms and continuous simulation. The dallas development code to provide the policy framework for street design drainage design manual dallas • all new projects that impact the street right- of- way will consider the context drainage design manual dallas of the roadway, community design priorities, the roadway’ s drainage design manual dallas functional classification, and the drainage needs. Handbooks and other publications on drainage. The design criteria presented drainage design manual dallas herein for the ih drainage design manual dallas 635 corridor drainage systems are primarily based on the drainage design manual dallas texas department of transportation’ s ( txdot) hydraulic design manual, march. However, additional drainage design guidelines from the cities of dallas, farmer’ s.\n2) detention facilities must be designed and constructed in conformance with the drainage design manual of the department of drainage design manual dallas trinity watershed management. ( 3) detention area easements must be dedicated on the plat when detention facilities are on- site, and dedicated by a separate instrument when detention facilities are off- site. Design of a storm drainage design manual dallas drainage system, an overall drainage plan shall be submitted to the city for review. Upon written approval of the drainage plan by the city, the actual construction plans can be designed. This manual provides guidelines for design of storm drainage facilities in drainage design manual dallas the drainage design manual dallas city of waxahachie. Stormwater system design is an integral component of both site and overall stormwater management design. Good drainage design must strive to maintain compatibility and minimize interference with existing drainage patterns; control flooding of drainage design manual dallas property, structures, and roadways for design flood events; and minimize potential environmental. Award a consultant contract for revising the paving and drainage design manuals and providing urban design support • adopt complete streets drainage design manual dallas manual • urban design definition and vision for dallas • urban design principles • urban design guidelines • updated paving design manual drainage design manual dallas • updated drainage design manual. Dallas requirements dallas development code, 51a- 8. 611( e) • lot- to- lot drainage must to lhc• ea be drained to an abutting street or alley unless drainage to a street or alley is infeasible.\n• if drainage is infeasible there drainage design manual dallas are two options: 1. If no more than the rear 15 ft of drainage design manual dallas the lot drains toward the rear lot line— a well pronounced. Stormwater regulations. The city stormwater discharge ordinance was adopted to comply with the tceq ms4 permit. This required the development of a stormwater management program ( swmp) ( pdf) to protect water quality to the maximum extent practicable. The stormwater drainage design manual dallas utility fee was established to provide funds necessary to meet the regulatory. And demonstrates the design procedures to be used on drainage projects in the city of dallas. Applicable forms, tables, charts, nomograph, details and additional information which can be drainage design manual dallas used for the design of various drainage design manual dallas storm drainage facilities are contained in the appendix to this manual. All drainage systems will be designed to accommodate the.\nGrading design manual ordinance 1990· 61 adopted j by pima county board of supervisor~. Erosion and drainage drainage design manual dallas control d. Chapter 10: drainage design manual dallas storm drains drainage design manual dallas anchor: # i1014036 section 1: introduction anchor: # i1014041 overview of urban drainage design. The objective of urban storm drainage is to optimize safe passage of vehicle traffic by collecting stormwater from the drainage design manual dallas roadway, and to convey it safely to an adequate receiving body without undue risk to pedestrian traffic or contributing to damage of adjacent private. Methods andprocedures are given for the hydraulic design of storm drainage systems. Design methods are presented for evaluating rainfall and runoff magnitude, pavement drainage, gutter flow, inlet design, median and roadside ditch drainage design manual dallas flow, structure design, and storm drain piping. Procedures drainage design manual dallas for the drainage design manual dallas design of detention facilities are. Chapter 3 - drainage plan requirements. Chapter 4 - hydrology. Chapter 5 - roadside ditches & streams. Chapter 6 - culverts.\nChapter 7 - storm drainage systems. Chapter 8 - stormwater storage facilities. Chapter 9 - energy dissipators. Chapter 10 - erosion prevention drainage design manual dallas and drainage design manual dallas sediment control. Chapter 11 - natural stream design. The comprehensive study has two major components: the drainage plan and the drainage design manual. These tools will help the city manage its floodplain areas as growth continues and provides uniform drainage design requirements for developers by providing standards such as drainage pipe dimensions and placement to manage storm water runoff. Download drainage design manual - dallas book pdf free download link or read online here in pdf. Read online drainage drainage design manual dallas design manual - dallas book pdf free download link book now.\nAll books are in clear copy here, and all files are secure so don' t worry about it. The iswm™ program for drainage design manual dallas construction and development is a cooperative initiative that assists cities and counties drainage design manual dallas to achieve their goals drainage design manual dallas of water quality protection, streambank protection, and flood mitigation, while also helping communities meet their construction and post- construction obligations under state stormwater permits. Design criteria manual. Standard specifications & special provisions. Drainage & water/ sewer) monuments & benchmarks.\nSaturday or city holiday inspections. Ager directed that a storm drainage design manual be prepared in conjunction with the development of the master storm drainage plan. The principal objective in compiling the mate rial far this manual has been to present information and data on the de sign and drainage design manual dallas construction of storm drainage systems in a readily usable drainage design manual dallas form. Infrastructure, including sanitary sewer, water and drainage systems. The design report shall include design calculations, monitoring data and drainage design manual dallas computer drainage design manual dallas simulations which demonstrate: a. That the proposed design meets applicable federal, state and local regulations and standards, design criteria and system design drainage design manual dallas assumptions; drainage design manual dallas b. Drainage design manual city of dallas september. City of dallas drainage design manual september.\nI i i contents section 1 introduction. Drainage design management system – user’ s manual 92- 38. Introduction system overview the drainage design management system for windows ( ddmsw) has been written to facilitate data management and computational procedures required for drainage analysis in maricopa county. This manual serves as a guide in the use of the program and drainage design manual dallas is. Stream bank stabilization manual ( 25mb pdf) erosion control manual ( pdf) storm drainage( drainage design manual dallas 24mb pdf) right- of- way ordinance ( pdf) thoroughfare standards ( pdf) monumentation map; water and sewer design manual ( pdf). This is the official homepage of the drainage services department ( dsd) - the government of the hong kong special administrative region ( hksar). Storm water design criteria manual drainage design manual dallas january _ _ _ _ _ storm water design criteria manual — january. This drainage criteria manual ( the manual) provides a design guidance for use by developers and engineers in preparation of drainage plans for development within galveston county drainage district number 1 ( the district). It establishes drainage design manual dallas rules and regulations that must be consistently followed and will be enforced. Current drainage design criteria since the early 1980’ s dallas has led the region in drainage design current drainage system design for development or redevelopment requires: design standard of 100- year frequency storm events detention in certain cases ( i.\nE, a drainage design manual dallas change in zoning results in substantially more runoff or. These standards are hereby adopted as the “ engineering design manual, ” sections 1 – 8 and appendices, which drainage design manual dallas shall be in full force and effect from and after the effective date of adoption of the engineering design manual. The purpose of the engineering design manual is to protect the health, safety, and. The land development division oversees the design and construction of land development within the city of allen. Under the direction of an engineering development manager, construction inspectors work with project contractors on a continuous basis to ensure that quality standards are met for drainage design manual dallas all infrastructure development. Drainage services innovative design.\nImaginative solutions. Ingenious methods. Advantage drainage has been the provider of choice drainage design manual dallas for high- quality drainage solutions in the dallas fort worth metroplex for nearly three decades. And dallas counties, 17 miles northeast of the city of fort drainage design manual dallas worth and 18 miles northwest of the city drainage design manual dallas of dallas, with latitude 32° 53' 30\" and longitude 97° 02' 30\". Dfw airport consists of approximately 17, 188 acres, located within five cities: grapevine, irving, euless, coppell, and fort worth. Drainage issues should be remedied as soon as you notice them this is were drainage dallas comes in. Ignoring your dallas drainage problem will only cost you more money down the road.\nDrainage trouble can often be caused by many things for example: run off from a neighbor’ s yard. Variances in elevation of your yard. Storm water design manual section 1 introduction page drainage design manual dallas 1 1. 0 introduction 1. 1 purpose and scope the purpose of this design manual is to establish standard principles and practices for the design and construction of storm drainage facilities within the city of lancaster, texas and within its extraterritorial jurisdiction. Created date: 11: 10: 31 drainage design manual dallas am. This ac provides guidance for engineers, airport managers, and the public about the design and construction of airport surface storm drainage systems; drainage design manual dallas and subsurface drainage systems for paved drainage design manual dallas runways, taxiways, and aprons.\nIt incorporates the dod unified facilities criteria ( drainage design manual dallas ufc) draft document, surface drainage design, dated aug. Consulting engineers offering engineer consultants for the greater dallas and tarrant counties. Advantage drainage offers consulting engineer services through two respective companies in the dallas fort worth metroplex who can create a well- documented engineering drainage design manual dallas plan to meet any project' s needs. Section 7: drainage design manual dallas drainage design anchor: # i1023753 overview. This section discusses project elements typically designed by the drainage engineer. Tasks fall drainage design manual dallas into categories of hydraulic design, drainage design manual dallas drainage details, and storm water pollution prevention plan preparation.\nDallas/ fort worth international airport ii revision 2 design criteria manual novem preface preface introduction introduction the dallas/ fort worth international airport ( hereinafter referred to as “ dfw airport” ) design criteria manual has been developed to ensure a unified approach to the design of the renovation.","domain":"hydraulic_engineering"}
{"url":"https://cosmoschronicle.com/china-has-the-worlds-biggest-dams/","date":"2023-06-07T09:44:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224653631.71/warc/CC-MAIN-20230607074914-20230607104914-00526.warc.gz","language_score":0.9364445209503174,"token_count":312,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__125189622","lang":"en","text":"The Three Gorges Dam is the world’s largest hydropower project and most notorious dam. The massive project sets records for number of people displaced (more than 1.2 million), number of cities and towns flooded (13 cities, 140 towns, 1,350 villages), and length of reservoir (more than 600 kilometers).\nThe Three Gorges Dam is a hydroelectric gravity dam that spans the Yangtze River by the town of Sandouping, in Yiling District, Yichang, Hubei province, China.\nThe Three Gorges Dam is the world’s largest power station in terms of installed capacity (22,500 MW).\nIn 2014, the dam generated 98.8 terawatt-hours (TWh) and had the world record, but was surpassed by the Itaipú Dam in Panama, which set the new world record in 2016, producing 103.1 TWh.\nExcept for the locks, the dam project was completed and fully functional as of July 4, 2012, when the last of the main water turbines in the underground plant began production. The ship lift was complete in December 2015. Each main water turbine has a capacity of 700 MW.\nWhile Three Gorges is the world’s biggest hydro project, the problems at Three Gorges are not unique. Around the world, large dams are causing social and environmental devastation while better alternatives are being ignored.\nThe Space Academy / Cricky Conservation Society 2019.\nThe bigger the better?","domain":"hydraulic_engineering"}
{"url":"https://www.wirelesspressuretransmitter.com/sale-30447302-stainless-steel-submersible-level-sensor-for-water-measurement-4-20ma-0-10v-output.html","date":"2023-09-27T20:37:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510326.82/warc/CC-MAIN-20230927203115-20230927233115-00036.warc.gz","language_score":0.7313299179077148,"token_count":1031,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__257944439","lang":"en","text":"|Pressure Medium:||Liquid Compatible Stainless Steel||Pressure Ranges:||0~100m ...500 M H2O|\n|Operating Temperature:||0~+85°c||output Signal:||4~20mA, 0.5 ~4.5V, 0~5V,RS485, RS232, 868 Mhz 4~20mA+Hart|\n|Accuracy:||0.1%FS、0.25%FS、0.5%FS (standard)||long Term Stability:||0.1%FS/year|\n|Power Supply:||10-36VDC）||Pressure Sensor:||Silicon Sensor|\nWater Submersible Level Sensor 10V,\nSilicon Water Level Sensor 20mA,\nStainless Steel Submersible Level Sensor\nSubmersible pressure transducer PL301 Submersible level transmitter\nFeature of PL301 Submersible level transmitter\n● Wide range application\n● Long service life\n● Diffused silicon oil-filed sensor cell\n● CE certificate\n● Reinforcement cables optional\n● Intrinsically sate ,explosion proof\nSpecifications of PL301 Submersible level transmitter\n|ssure medium||liquid compatible stainless steel|\n|pressure ranges||0~1 m H2O...300 m H2O|\n|output signal||4~20mA, 0.4 ~4.5V, 0~5V, RS485, RS232, 868 Mhz 4~20mA+Hart|\n|load resistance||RL = (U-10)/0.02(Ω) (4~20mA current output), ＞20KΩ (voltage output)|\n|long term stability||0.2%FS/year|\n|compensated temperature range||-10~70°c|\n|operating temperature range||-20~85°c|\n|storage temperature range||-40~125°c|\n|temperature coefficient of zero||±0.015%FS/°c@25°c|\n|temperature coefficient of span||±0.02%FS/°c@25°c|\n|insulation resistance||100MΩ@ 250VDC 100MΩ@ 500VDC|\n|Pressure connection||screw thread, throw-in type|\n|material of wetted part and housing||304SS or 316L|\n|material of pressure membrane||316L|\nApplications PL301 Submersible level sensor\n● Hydraulic monitoring\n● Frequency water supply\n● Liquid measuring for petroleum ,metallurgy\n● City water supply\n● Sewage treatment\n● Tank level monitoringT\n● Water-saving irrigation\n● Circulation fluid monitoring\nDescription PL301 Submersible level transmitter\nThe PL 301 series is a highly reliable and accurate level sensor. Widely used in liquid pressure and level measurement, such as water, oil and other low corrosive liquids.\nSU304 or 316L stainless steel structure, high-quality oil-filled pressure sensing device, dedicated amplifier and V/I inverter circuit board, easy for external program control zero adjustment and full-scale calibration.\nThe frequency converter can be equipped with wear-resistant, oil-resistant, acid-alkali-resistant, high-strength breathable cables according to different on-site use environments.\nThe PL301 submersible level transmitter/hydrostatic level sensor is designed for use in rivers, reservoirs, tanks, boreholes, boats and channels. Due to their long-term submersion protection up to 100 meters, they are also ideal for measuring pressure in underwater pipelines and ships.\nFor corrosive media applications such as seawater or leachate, especially in landfills, we offer advanced duplex stainless steel submersible level transmitters with extremely high corrosion resistance.\nThe submersible liquid level sensor adopts 304 stainless steel housing and waterproof cable, which can be directly put into the water/oil/oil tank or liquid storage tank for liquid level measurement. The measuring range can be 0-1m/0-3m/0-5m/0-10m～0-200m. The optional accuracy of the liquid level sensor is 0.5%FS or 0.3%FS, the output signal is 4-20mA/0-5V/RS485, and the power supply is DC 24V/12V. Cable types and connection types can also be customized.\nContact Person: leaves","domain":"hydraulic_engineering"}
{"url":"http://www.ravikiranenterprises.in/delma-series/p54","date":"2018-10-20T08:40:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583512679.76/warc/CC-MAIN-20181020080138-20181020101638-00236.warc.gz","language_score":0.7823860049247742,"token_count":158,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__95464364","lang":"en","text":"Not Available | Free Shipping\nC.R.I. 150 mm (6″) Borewell Submersible pumpsets are powered by water filled, rewindable submersible motor suitable for continuous duty.\nT-Bolt design in all motors ensures rigid construction. Specially designed high performance thrust bearings (SS with Carbon) are used to withstand axial thrust loads.\nCivil & Industrial water supply\nRural Water Supply\nSS 304 grade stainless steel stage casings and impellers in radial flow\nSS 410 impeller / Bronze impeller available in mixed flow series\n50 & 60 feet head per stage in specific models\nDynamically balanced rotating parts ensures minimum vibrations and longer life\nDesigned for wide voltage fluctuations\nBetter efficiency and consistent performance ensures low operation cost","domain":"hydraulic_engineering"}
{"url":"https://gremalco.com.au/projects/utilities-infrastructure/ui-ps-promac/","date":"2022-08-09T01:55:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570879.37/warc/CC-MAIN-20220809003642-20220809033642-00014.warc.gz","language_score":0.923700749874115,"token_count":186,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__60186016","lang":"en","text":"The Prospect Macarthur Link Infrastructure project involves the upgrade of existing water reservoirs at Liverpool and Cecil Park and includes the construction of two new reservoirs at Oran Park. This will allow for an extra 100 megalitres of additional reservoir capacity in Western Sydney. The project also includes the construction of 15 kilometres of additional pipework, three pumping stations and upgrades to the existing network.\nAs part of Sydney Water’s Prospect to Macarthur Reservoir (ProMac) project, Gremalco were engaged as a Principal Contractor to install new electrical HV supplies to new key water assets. These included Liverpool Pump Station, Harrington Park Pump Station and Oran Park Reservoir.\nAs part of these works, Gremalco installed 11.7 kilometres of new HV cable, five underbores, four switching stations and one padmount substation. Work areas varied between established and new urban environments.","domain":"hydraulic_engineering"}
{"url":"http://rrvwsp.com/updates/","date":"2021-06-21T21:52:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623488504838.98/warc/CC-MAIN-20210621212241-20210622002241-00562.warc.gz","language_score":0.9386941194534302,"token_count":174,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__102069992","lang":"en","text":"The Red River Valley Water Supply Project is now under construction! In December 2020, ICS and Michels began construction on the Missouri River intake wetwell near Washburn, ND.\nConstruction contracts have been awarded for the Sheyenne River discharge structure and an initial pipeline segment on the main transmission line, with construction of both features anticipated to begin in spring 2021.\nIndustrial Builders, Inc, will be constructing the discharge structure, which is located near the Sheyenne River, downstream of the future control valve structure.\nPipeline construction will begin in Carrington Township, North Dakota and will install approximately 1½ miles of 72-inch steel pipe and accessory items. This section of the pipeline will primarily utilize open cut construction methods with a single trenchless crossing located under the Red River Valley & Western Railroad and U.S. Highway 52/281.","domain":"hydraulic_engineering"}
{"url":"https://northeastheadline.com/construction-of-majuli-jorhat-bridge-will-start-from-30th-november/","date":"2021-11-28T23:48:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964358673.74/warc/CC-MAIN-20211128224316-20211129014316-00612.warc.gz","language_score":0.9578412771224976,"token_count":239,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__135987602","lang":"en","text":"Guwahati, 20th November: Assam Chief Minister Himanta Biswa Sarma said that construction on a new bridge will start from 30h November.\nThe chief Minister said about returning to the river island\nThe Chief Minister said that he will return to the river island on 30th November to lay the foundation stone for the new bridge. The new bridge is part of the PHE department’s Solar Piped Water Supply plan at Namoni Jakaibowa in Majuli.\nAssam CM told about his opinion on the new bridge\nAssam CM Hemant Biswas Sharma said, “A new bridge will be established over the River Brahmaputra at Majuli. The first pile foundation will be started on November 30 and the bridge will be completed in four years”. The schedule of the new bridge construction will also be known after a while.\nSeveral construction projects were also done before\nThe Assam Government has taken several construction and development projects for the country. The construction of Dispur Flyover worth rupees 127 crore in Assam, The Chief Minister promises the citizens for another flyover soon to be constructed in Guwahati.","domain":"hydraulic_engineering"}
{"url":"https://www.armillerengineering.com/airport/","date":"2024-02-22T06:25:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473735.7/warc/CC-MAIN-20240222061937-20240222091937-00578.warc.gz","language_score":0.9403558969497681,"token_count":122,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__14314492","lang":"en","text":"Tuesday July 23. 2013\nOC Fire Rescue – The project consists of the construction of a stormwater management system to serve the Orange County Fire Rescue Hangar at the Orlando Executive Airport. Modifications to the existing site include a new hangar, helipad and parking lot. The proposed stormwater management system to serve the added impervious area consists of two dry detention ponds with underdrain systems to drawdown the required treatment volume.\nAirport Master Planning – Site layout, grading for the site, a new stormwater management system was constructed to serve the facility, and pavement design was done for this project","domain":"hydraulic_engineering"}
{"url":"https://airjournal.org/ajase/journal_article/optimization-of-hydropower-generator-performance-using-neuro-fuzzy-scheme/","date":"2024-03-03T13:38:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476374.40/warc/CC-MAIN-20240303111005-20240303141005-00157.warc.gz","language_score":0.91862952709198,"token_count":226,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__151365794","lang":"en","text":"Optimization of Hydropower Generator Performance using Neuro-Fuzzy Scheme\n- Post by: airjournals\n- January 13, 2021\n- Comments off\nIn this paper, Neuro-fuzzy software tool was used to ensure a design of an optimized hydropower plant model. It was used to estimate the size and technical data in a hydraulic turbine. The neural network software was imbibed into the fuzzy logic controller. Input data of this software are hydraulic site conditions, desired operating parameters namely, water level and flow rate, as well as the desired arrangement. The designed adaptive power stabilizers based on artificial neural networks (ANNs) and Fuzzy logic are meant to adapt themselves to the operating conditions based on input-output response of the system. Result analyses were carried out using Neuro-fuzzy software tool in MATLAB to ensure optimal turbine rotational speed is maintained at a desired real-time response. The real-time controller emphasizes the robustness of Neuro-fuzzy application of the scheme for steady-state rotational stability for turbine spinning in a hydropower system.","domain":"hydraulic_engineering"}
{"url":"http://stonediesel.en.alibaba.com/product/1083943672-219218047/amphibious_sand_pump_dredger_for_both_ship_and_land_600_to_8000_m3_h_capacity.html","date":"2018-07-17T19:26:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676589892.87/warc/CC-MAIN-20180717183929-20180717203929-00362.warc.gz","language_score":0.8880677223205566,"token_count":220,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__234744520","lang":"en","text":"amphibioussand pump dredger for both ship and land\n1. sand and mud pump for ship and land\n2.extract sand, mud\nsand pump dredger\namphibious sand pump for both ship and land 600 to 8000 m3/h capacity\nsand and mud pump for ship and land\n1.Amphibious sand and mud pump for both ship and land.\n2. It is applicable to extract mud and sand for ships,marine land reclamation ,built wharf, power plant and mining.\n3.horizontal, centrifugal, one stage sand pump, high efficiency and energy saving.\n4.Good NPSH performance.\n5. Wear resistant flow parts: The flow parts are made of hard metal (Chrome alloy).\n6. Long-term bearing life: The bearing assembly is composed of large diameter shaft and short overhang.\n7.Pump of this series have distinctive innovation in hydraulic and structural design.\n8.It is widely used in river dredging.\n9.Shaft seal uses packing seal","domain":"hydraulic_engineering"}
{"url":"https://www.tecnofruit.it/en-us/CATALOG/ID/73/Elevator-PND-17","date":"2020-08-05T19:10:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439735964.82/warc/CC-MAIN-20200805183003-20200805213003-00596.warc.gz","language_score":0.9200494289398193,"token_count":118,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__91307594","lang":"en","text":"The PND 17 Lift has a capacity of 1700 kg and is suitable for medium-large power tractors. In addition, it is equipped as standard with a side lift cylinder, translation and tilt.\nStandard features and equipment:\n- pillar ST53 double T;\n- wear-resistant nylon contact pads;\n- double Fleyer lifting chain;\n- 3 lever hydraulic distributor;\n- double double-acting lift cylinder with safety valve;\n- third-point cylinder with valve and safety chain;\n- tow hook;\n- lifting hooks;\n- support foot.","domain":"hydraulic_engineering"}
{"url":"https://www.maxtech.com.pk/product/submersible-sensors-for-the-water-level/","date":"2023-09-22T08:11:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506339.10/warc/CC-MAIN-20230922070214-20230922100214-00055.warc.gz","language_score":0.8628560304641724,"token_count":165,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__155562402","lang":"en","text":"Submersible sensors for the water level\nPiezoelectric for continuous measurements\nPiezometric submersible sensors designed for continuous level measurement in water applications. The sensor has a stainless steel housing and a flush ceramic diaphragm which prevents from the build up of solids of time and makes it easy to clean. The piezoelectric element detects the pressure difference between its location and the atmospheric pressure on the surface. This pressure difference is proportional the water level above the sensor. A special (ventilated) cable connects the sensor sensing element with the surface.\n- Different models with different lengths of submersible ventilated cable for pressure compensation;\n- Analogue output: 4 ÷ 20 mA;\n- Wide thermal compensation up to 70 ° C.","domain":"hydraulic_engineering"}
{"url":"http://www.amazonsupply.com/parker-032500419-control-standard-adjustment/dp/B003Q6CB0M","date":"2013-05-18T10:42:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368696382261/warc/CC-MAIN-20130516092622-00059-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.8648690581321716,"token_count":148,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__2815112","lang":"en","text":"Free Standard Shipping! on orders over $50.00.\n(limited-time offer, certain restrictions apply) (Details)\nPackage Size: 5.9 x 3.6 x 2.2 inches\nThe \"3250\" Series Flow Control Valves are specifically designed to accurately meter the flow of air in one direction and allow free flow in the opposite direction. The \"3250\" Series Flow Control Valves are also suitable for low pressure hydraulic service. Brass, stainless steel internal components, buna N seals. 295 scfm Maximum flow in metered direction and 346 maximum flow in free flow direction.\nHow can we improve our Product Description?\nThere are no customer reviews yet.Be the first to review this item","domain":"hydraulic_engineering"}
{"url":"https://goldencasinonews.com/yit-to-participate-in-two-dam-projects-in-norway","date":"2019-08-23T18:35:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-35/segments/1566027318952.90/warc/CC-MAIN-20190823172507-20190823194507-00092.warc.gz","language_score":0.9701123237609863,"token_count":160,"dump":"CC-MAIN-2019-35","global_id":"webtext-fineweb__CC-MAIN-2019-35__0__185972933","lang":"en","text":"YIT Corporation Press release, August 5, 2019, at 08:30 a.m.\nYIT will build a new dam on Lake Mjåvatn to replace the old dam built in the 1940s and repair the Kuli Dam that was built in the mid-1960s.\nYIT will build a new dam for E-CO Energi in the municipality of Ål in Southern Norway. The new dam will replace the old dam from the 1940s on Lake Mjåvatn and will be located below the old dam. In addition to building the dam, YIT will also excavate a tunnel in the area that is about 500 metres long.\nThe new dam will be approximately 100 metres long and 11 metres high at the highest point.","domain":"hydraulic_engineering"}
{"url":"https://www.koifood.net/contents/en-uk/p1462.html","date":"2020-09-22T11:50:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400205950.35/warc/CC-MAIN-20200922094539-20200922124539-00592.warc.gz","language_score":0.880310595035553,"token_count":100,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__90571126","lang":"en","text":"The Filterforce pump range is specifically designed for use in garden ponds to power biological filters,uv clarifiers and to run waterfalls.\nThe pumps cage is specially designed to prevent it clogging by providing the maximum surface area.\nHigh water flow with low energy consumption for the energy conscious.\nWill handle solid particles upto 8mm.\nRobust filter housing minimises the risk of blockage and makes installation and maintenance easy.\n95 wattage,maximum head 4.2 metres.","domain":"hydraulic_engineering"}
{"url":"http://villagehosting.in/check-valve.html","date":"2021-12-04T17:50:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964362999.66/warc/CC-MAIN-20211204154554-20211204184554-00553.warc.gz","language_score":0.9292818903923035,"token_count":620,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__20269749","lang":"en","text":"Check valve is also known as one-way valve or non-return valve. This kind of valve is automatically opened and closed by the force generated by the flow of medium in the pipeline. A check valve is an automatic valve, and mainly applied to the pipe with medium flows in one direction to prevent accident. 3d video xxx mainly manufactures four types of the check valve: swing check valves, pressure sealing swing check valves, dual plate check valves and tilting disc check valves.\n1. As the channel within the valve is in streamline form, the flow resistance of the swing check valve is smaller than that of the lifting check valve. It's suitable for low flow and large-caliber applications without frequently change in flow. However, it's not suitable for pulsating flow for sealing performance poorer than that of the lifting check valve.\n2. A swing check valve is suitable for various working conditions of pipeline for petroleum, chemical, pharmaceutical, chemical fertilizer and electric power industry.\n3. The swing check valve is suitable for the clean medium like water, oil, steam, acid medium, but not suitable for medium with solid particles and great viscosity.\nFrom the working performance point of view, pressure sealing bonnet valve has better sealing when facing the greater pressure within the working pressure range. It is mainly used in working conditions above 900lbs.\nThe center vertical pin shaft. When the valve is open, the resultant force of fluids is on the center of sealing face of the disc, while the point of action of counter spring support force is on the center of disc surface so that the root of the disc opens firstly. It avoids wearing of the sealing surface of the old conventional valve when the valve opens, and increases the persistence of valve seal.\nWhen the flow slows down, the counter force of the torsion spring makes the disc moves to the valve seat, and the valve is in slow off stage. When fluid flow backwards, the closing speed of the disc is correspondingly increased and it enters the rapid closing stage under the force of backflow fluids on the disc and counterforce of the torsion spring. The influence and harm of water hammer is effectively reduced. When closed, the spring force closes the top of the disc firstly so that the root of the disc is prevented from being bitten to guarantee longer service life of valve sealing surfaces.\nThe API 594 single disc wafer check valve is a single disc swing wafer connecting check valve that prevents backflow of the medium. They are all ultra-thin check valves. The single disc swing wafer connecting check valve is designed to be connected through the wafer. Stainless steel or stellite build-up welding may be applied to sealing surfaces of the valve body and the disc. The valve is suitable for the clean medium, and not suitable for medium with solid particles and great viscosity. The main merit of the tilting disc check valve is that it overcomes shock and water hammer in operating condition of swing check valves and lifting check valves to realize shock-free operation.","domain":"hydraulic_engineering"}
{"url":"https://uwfs.org.uk/event/grimwith_reservoir/","date":"2020-07-08T04:24:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655896374.33/warc/CC-MAIN-20200708031342-20200708061342-00141.warc.gz","language_score":0.9505177140235901,"token_count":186,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__46963745","lang":"en","text":"Talk by Jim Crossley: Development of Grimwith Reservoir\nFebruary 24 @ 19:30 - 21:00\nAbstract: Grimwith Reservoir is situated on the River Dibb, a tributary of the River Wharfe, some four miles east of Grassington. The illustrated account describes its development from the construction of the first reservoir on the site in the mid-1800s, to provide compensation for water abstractions taken for supply from other areas of the River Wharfe catchment, to its subsequent extensive enlargement commissioned in 1983, to support new and existing public water supply abstractions from the River Wharfe downstream.\nThe presentation includes a detailed description of the planning and design of the enlarged reservoir supply scheme, as well as addressing with photographs, the problems encountered and progress made on the construction of the enlarged earth dam. The associated river abstraction and water transmission works are also briefly referred to.","domain":"hydraulic_engineering"}
{"url":"http://tompotter.us/water-level-circuit-diagram","date":"2019-06-24T19:51:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627999709.4/warc/CC-MAIN-20190624191239-20190624213239-00384.warc.gz","language_score":0.8384393453598022,"token_count":188,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__52200737","lang":"en","text":"Uploaded by: Fitri\nResolution: 600 x 451 px\nUploaded at: 27/03/2019\nWater level circuit diagram. water level circuit diagram, water level circuit diagram with relay, water level detector circuit diagram, water level sensor circuit diagram, water level schematic diagram, water level wiring diagram, water level controller circuit diagram, water level indicator circuit diagram using ic 555, water level controller circuit diagram pdf, water level indicator circuit diagram with alarm pdf\nHi bro, My name is Fitri. Welcome to my website, we have many collection of\nWater level circuit diagram pictures that collected by Tompotter.us from arround the internet\nThe rights of these images remains to it's respective owner's, You can use these pictures for personal use only.\nThe rights of images and other materials found in this website are not Tompotter.us's property, remains to its respective owner's","domain":"hydraulic_engineering"}
{"url":"https://crystallakemn.org/current-lake-status/","date":"2023-06-05T17:42:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224652149.61/warc/CC-MAIN-20230605153700-20230605183700-00054.warc.gz","language_score":0.8958553075790405,"token_count":88,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__43439487","lang":"en","text":"Current Lake Status:\nLake level readings are taken once per week during the open water season. During periods of high water, the lake level is checked more frequently.\nWhen the water level is on “High Water” status, all watercraft must travel at no-wake speeds (5 MPH or less).\nPlease check the current water level status at the Burnsville City Website\nCrystal Lake Water Level Status","domain":"hydraulic_engineering"}
{"url":"https://www.elprocus.com/ultrasonic-water-level-controller-with-8051-microcontroller/","date":"2024-03-02T19:55:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475897.53/warc/CC-MAIN-20240302184020-20240302214020-00824.warc.gz","language_score":0.8836706280708313,"token_count":1134,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__185889390","lang":"en","text":"Ultrasonic Water Level Controller with 8051 Microcontroller In our day-to-day life, we frequently use different types of sensors in various electronic appliances such as proximity sensor-mobile phone, motion sensor-automatic door operating system, temperature sensor-automatic fan speed controller, LDR sensor-automatic street light system or automatic outdoor lighting system, and so on. Similarly, to avoid the overflow of water in overhead tank or water container we can use the ultrasonic sensor based electronic circuit. This article discusses about ultrasonic water level controller using 8051. Water Level Controller Water level controller, the name itself indicates that an electronic device or circuit kit used for controlling the water level can be termed as a water level controller. It is difficult to know the level of water in the overhead tank such that wastage of water can happen frequently. To conserve water, avoid overflow of water in the overhead tank which may cause loss of water, loss of electrical power, etc.,. Thus, ultrasonic water level controller using 8051 microcontroller is an innovative electronics project application for controlling water level. 9-Level Overhead Water Tank Indicator 9 Level Overhead Water Tank Indicator Project by www.edgefxkits.com 9-Level overhead water tank indicator project is used to display the level of water in the overhead tank using 7-segment display. The project block diagram is shown in the figure below which consists of various blocks such as a power supply block, water container, priority encoder, transistor, BCD to 7-segment decoder, 7-segment display, etc.,. 9 Level Overhead Water Tank Indicator Project Block Diagram by www.edgefxkits.com The sensor is placed such that the ground terminal of the sensor is kept at the tank bottom and based on the sensor signals sent to priority encoder. The encoder will generate BCD outputs which are fed to the BCD to 7-segment decoder. Thus, the 7-segment display is used to display the amount of water or water level the tank using a scale of 0 to 9. This project can be further enhanced using automatic turn on or off motor for maintaining required water level in the overhead tank. Do you want to design a water level controller on your own at home? In our day-to-day life we use overhead water tank, if water level controller is designed, then we can save water and electrical energy also. The water level controller block diagram is shown below figure which consists of water sensors, transistor, level indicator, battery. Overhead Water Tank Level Indicator The water level sensors used in this project are insulated copper cables, three water sensor cables are used for demonstrating three levels of water, such as empty, half and full levels of water in overhead tank. Three NPN transistors and resistors are used in this project along with water level sensors for analyzing water level by switching ON the LEDs in ascending order. This project can be further enhanced for controlling the motor pump which is used to pump water to the overhead water tank, which can be termed as automatic water level controller using 8051 microcontroller. Ultrasonic Sensor based Water Level Controller using 8051 Microcontroller Similar to 9-level overhead water tank indicator, the ultrasonic sensor based water level controller using 8051 microcontroller project is an advanced and innovative electronics project designed for displaying water level in a tank and also control pump motor accordingly. The water level controller project block diagram is shown in the below figure. Water Level Controller Project Block Diagram by www.edgefxkits.com As represented in the above block diagram, there are various blocks such as a power supply block, microcontroller, relay driver, LCD display, relay, lamp (for demonstration purpose lamp is used instead of a motor), etc.,. The power supply block consists of a transformer used for stepping down the voltage from 230V to 12V AC, rectifier bridge used to rectify the voltage (convert AC voltage to DC voltage), IC 7805 voltage regulator used to maintain a constant output voltage for the circuit. This project circuit consists of microcontroller and components that require DC voltage around 5V, hence, power supply block is used for obtaining required supply to the circuit. The project is designed for controlling the overhead tank water level by controlling the motor operation using a relay. The scale from 0 to 9 is considered for measuring and indicating the water level in the tank. The sensor ground terminal is placed at the bottom of the tank which will give signal to the microcontroller whenever the water level reaches maximum level in the tank. Water Level Controller Project by www.edgefxkits.com Based on the signal received from the water level sensors, the microcontroller generates control signal for operating relay connected to the motor (here it is connected lamp instead of a motor). Thus, the relay will shut down the motor for controlling the water level in the tank. The water level can be indicated over the LCD display. If you are interested in designing electronics projects on your own, then feel free to approach us for any further technical help by posting your ideas, suggestions, queries, comments in the comments section below. Share This Post: Facebook Twitter Google+ LinkedIn Pinterest Post navigation ‹ Previous Know all about Darlington Transistor PairNext › Accelerometer based Gesture Control Robot Related Content Electric Boiler : Working, Types, Differences, Maintenance & Its Applications Retardation Test : Working, Theory, Example & Its Applications Magnetic Materials : Properties, Working, Types, Differences & Their Applications Light-Activated Switch with MOSFET Comments are closed.","domain":"hydraulic_engineering"}
{"url":"https://concordant.com/announcement/concordant-to-assist-with-bull-lake-dam-spillway-modifications/","date":"2023-12-07T17:42:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100677.45/warc/CC-MAIN-20231207153748-20231207183748-00879.warc.gz","language_score":0.9147787690162659,"token_count":191,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__73416358","lang":"en","text":"Concordant LLC is proud to announce that it has been selected to perform Construction Program Management as part of a spillway modification project for the Bureau of Reclamation on Bull Lake Dam located on the Wind River Indian Reservation in Wyoming.\nThis project will ensure continued safety and functionality of the dam. Specifically, the project will involve construction of a temporary access road for construction traffic, construction of cofferdams, construction of a new concrete spillway structure, removal of the existing spillway, and replacing the existing spillway with a section of earthen dam embankment. Concordant will provide several vital functions for this heavy civil construction project.\nHeadquartered in Laramie, Wyoming, Concordant is a national provider of program management, acquisition expertise, and IT services. Concordant takes on this project with the additional satisfaction of serving our local community in support of the Bureau of Reclamation effort to keep this vital infrastructure functional and safe.","domain":"hydraulic_engineering"}
{"url":"https://www.fastpulseplanthire.co.za/dam-construction-heavy-equipment/","date":"2022-06-26T16:57:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103271763.15/warc/CC-MAIN-20220626161834-20220626191834-00635.warc.gz","language_score":0.9594854712486267,"token_count":575,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__226404144","lang":"en","text":"Ever wonder what it takes to build a dam? At Fast Pulse, Nelspruit’s leading plant hire company, we know the ins and outs of which equipment will best serve the purpose of successful dam construction and in our latest blog, we explore this fascinating topic.\nIn South Africa, the construction of dams is of vital importance as South Africa does not have a lot of water. Most large dams are constructed in such a way that they are capable of bearing rails or even bridges.\nDams are used to channel water supply as well as store it. A lot of dams are constructed on rivers and without the use of heavy construction equipment it would be near impossible for the engineers to build these huge dams that can hold the tons of water under pressure.\nBefore dams are built, the purpose that that dam is going to serve is carefully planned. Some of the reasons for building a dam are as follows:\n- Providing protection from flood, by channelizing water supply\n- Reserving water or making water reservoirs at the backwater dams\n- Creating shipping channels as lateral dams\n- Producing hydroelectricity.\nThe construction equipment used to build a dam, whichever your chose, is always the same.\nList of heavy construction equipment needed for dam construction include:\nThe first step when building a dam on a river is to divert the river away from the construction site. Once the river has been successfully diverted the ground where the dam is going to be can be excavated.\nAfter the excavators have done their work the loaders get called in to remove the excavated ground from the construction site. Loaders remove the ground to another area so that the construction site is completely clear of debris. High power pumps come in after the loaders to remove all water from the entire area to enable further construction.\nOnce dried, the compactors are brought in ensure that the ground is suitable compacted before construction can start. Often several different kinds of compactors are used to get the area completely compacted and safe for the construction of a dam.\n- Ready-mix concrete trucks\nBecause huge amounts of concrete gets used in the construction of a dam, ready-mix concrete trucks are brought in to mix and fill the area with concrete. With the construction of very large dams, mixing plants are often built on the construction site.\nLarge amount of water is stored in dams and so engineers make plans for dams with either gates in them or an outlet for excess to be able to flow away safely once the dam is full. Once the concrete is dried up entirely, the original path of the water is channelled back to its original path. The dam is now ready for either storing water or holding water or in cases of huge dams, generating hydro-electricity.","domain":"hydraulic_engineering"}
{"url":"https://meedprojects.com/project-profile/?pid=382839","date":"2023-02-02T00:50:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499954.21/warc/CC-MAIN-20230202003408-20230202033408-00397.warc.gz","language_score":0.853875458240509,"token_count":205,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__244129178","lang":"en","text":"GCPI - Al-Faw IWPP\nGeneral Company for Ports of Iraq (GCPI) is planning to undertake the construction of the Al Faw Power and Desalination Plant in the Basra Province of Iraq.\nThe US$6000 million project includes the following:\n1. Construction of 3000MW power plant\n2. Construction of a desalination plant with a capacity of 1,250,000m3/day\n3. Construction of a substation\n4. Construction of water purification plant\n5. Installation of water transmission pipelines for the distribution of the desalinated water to the cities of the Basra Governorate\n6. Construction of water tanks\n7. Construction of warehouses building\n8. Construction of medium voltage transformers plant\n9. Installation of transformer\n10. Laying of transmission lines\n11. Associated facilities\n02 November 2022\nThe Iraqi General Ports Corporation has signed a framework agreement with Shanghai Electric Group.","domain":"hydraulic_engineering"}
{"url":"https://www.beighton-construction.co.uk/beighton-wp/case-studies/culvert-and-headwalls/","date":"2018-12-17T16:18:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-51/segments/1544376828697.80/warc/CC-MAIN-20181217161704-20181217183704-00532.warc.gz","language_score":0.9630624651908875,"token_count":218,"dump":"CC-MAIN-2018-51","global_id":"webtext-fineweb__CC-MAIN-2018-51__0__131624401","lang":"en","text":"Originally this work comprised of the construction of two reinforced concrete headwalls on the ends of an exisiting brick culvert, with a short connecting section of precast concrete box culverts at the upstream headwall.\nSubsequent inspection of the existing culvert showed it to be structually defective. The exisiting stream was diverted around the proposed works and the exisiting culvert demolished. Even with the stream diverted 24 hours a day pumping was required to keep the excavation dry enough to construct the works. The headwalls were built to meet the local highway authority requirements and a very high level of accuracy was required to ensure these were met.\nThe installation of a precast concrete box culvert 60m in length, 3300mm wide and 1500mm on a reinforced concrete bed was completed in a two week period with the brick clad insitu concrete headwalls constructed at each end on completetion. The upstream headwall incorporated a removable flow restricting section. On completion of the reinforced concrete work the culvert and stream diversion were backfilled and made good.","domain":"hydraulic_engineering"}
{"url":"http://www.njgzjl.cn/product/showproduct.php?lang=cn&id=31","date":"2020-10-21T01:52:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107874637.23/warc/CC-MAIN-20201021010156-20201021040156-00434.warc.gz","language_score":0.6540288329124451,"token_count":188,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__70708284","lang":"en","text":"长江南京以下12.5米深水航道二期工程（phase II project of 12.5m deep water channel under Nanjing of the Yangtze River）\nProject location： Jiangsu Province, China\nProject name：phase II project of 12.5m deep water channel under Nanjing of the Yangtze River\nProject specification：Project specification: two new submerged breakwaters with a length of 1817m and 1919m and 5 special revetments with a total length of 12.29km are to be built. The main structural types are riprap slope breakwater or bag sand core breakwater and riprap revetment with soft mattress and double twisted I-shaped permeable frame energy dissipation and scour proof structure.","domain":"hydraulic_engineering"}
{"url":"http://sawdagger.com/sell/Hydraulic-Orbit-Motors_9292201734375171","date":"2018-02-25T19:32:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891816912.94/warc/CC-MAIN-20180225190023-20180225210023-00498.warc.gz","language_score":0.6504223942756653,"token_count":516,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__109447105","lang":"en","text":"BMP series motor are small volume, economical type, which is designed with shaft distribution flow, which adapt the Gerotor gear set design and provide compact volume, high power and low weigth.\n* Advanced manufacturing devices for the Gerotor gear set, which provide small volume, high efficiency and long life.\n* Shaft seal can bear high pressure of motor of which can be used in parallel or series.\n* Advanced construction design, high power and low weight.\n2-Ø13.5 Rhomb-flange,pilot Ø82.5×8\n4-Ø13.5 Rhomb-flange,pilot Ø82.5×8\n4-3/8-16 Square-flange,pilot Ø44.4×2.8\n4-M10 Square-flange,pilot Ø44.4×2.8\nShaft Ø25,parallel Key 8x7x32\nShaft Ø32,parallel Key 10x8x45\nShaft Ø25.4,parallel Key 6.35x6.35x31.75\nShaft Ø25.4,splined tooth SAE 6B\nShort shaft Ø25.4,parallel key 6.35x6.35x31.75\nShaft Ø31.75,splined tooth 14-DP12/24\nLong shaft Ø31.75,splined tooth 14-DP12/24\nShaft Ø31.75,parallel Key 7.96x7.96x31.75\nCone-Shaft Ø28.56,parallel Key B5x5x14\nCone shaft Ø31.75,parallel key 7.96x7.96x25.4\nPort and Drain Port\nG1/2 Manifold Mount 4xM8, G1/4\nM22×1.5 Manifold Mount 4xM8, M14×1.5\n7/8-14 O-ring manifold 4x5/16-18UNC, 7/16-20UNF\n1/2-14 NPTF Manifold 4x5/16-18UNC,7/16-20UNF\nPT(Rc)1/2 Manifold 4xM8, PT(Rc)1/4\nBig radial force\nNo case drain","domain":"hydraulic_engineering"}
{"url":"http://showcase.iadt.ie/student/N00147568.html","date":"2018-10-17T04:54:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583510998.39/warc/CC-MAIN-20181017044446-20181017065946-00137.warc.gz","language_score":0.9183110594749451,"token_count":84,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__156295621","lang":"en","text":"Sea Flow underwater survey rover\nto research and build a fully submersible remote operated vehicle adaptable for survey purposes.\nThis project uses two pumps to control the buoyancy of a specially designed submersible vehicle. A control unit is used to control the operation of the submersible.\nThis project has an IP rating of 68. which means it is fully submersible and is a fully closed system.","domain":"hydraulic_engineering"}
{"url":"http://mbllanddevelopment.com/project-page-baps-mandir.html","date":"2023-11-30T19:47:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100232.63/warc/CC-MAIN-20231130193829-20231130223829-00255.warc.gz","language_score":0.8975193500518799,"token_count":99,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__273659022","lang":"en","text":"BAPS MANDIR - Tyngsborough, MA\nMBL provided survey and engineering services for the design of a 55,600 s.f. religious facility on Westford Road in Tyngsborough, Massachusetts. The project involved permitting with the Planning Board, Conservation Commission, MADEP and the Sewer Commission. The project included an extensive stormwater management analysis and design which included a bioretention area, vegetated infiltration basins and subsurface stormwater recharge facilities.","domain":"hydraulic_engineering"}
{"url":"https://griffiths.co.uk/case_studies/a361-north-devon-link-eastern-urban-extension/","date":"2023-12-07T17:44:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100677.45/warc/CC-MAIN-20231207153748-20231207183748-00836.warc.gz","language_score":0.9296627044677734,"token_count":309,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__208413948","lang":"en","text":"The project involves the construction of a new junction from the A361 near Tiverton, Devon, due for completion June 2022.\nA key development of the Tiverton Eastern Urban Expansion providing additional capacity and enabling access to the employment sites in the north westof the area as well as servicing the proposed future residential housing infrastructure in the area. Phase 1 included a left in left out junction on the A361 east of Tiverton including earthworks, drainage, landscaping, safety barrier, acoustic barrier / fencing and resurfacing of the A361.\nThe work comprises the construction of 200mof new link road with a new roundabout to the North which will tie in with a new over bridge on the A361 to be constructed in the future.\nThe extension of this new link road will tie in to a new temporary bellmouthon Blundell’s Road. Works entail the construction of a new spine road to the south of Blundell’s Road which will form the main access to the new housing development. As part of these works is approximately 2.5km of storm drainage and 1.5km of foul drainage to be installed. The storm drainage will outfall to two new attenuation basins south eastof Blundell’s School. These basins will allow water to percolate to the natural soils so as tominimise any impact the development will have on ground water levels. The foul drainage will tie into the existing network on Blundell’s Road.","domain":"hydraulic_engineering"}
{"url":"https://catalog.asekopool.com/en/catalog/category/pool-technology_01GPCBEZ0EHZJYY2KB6601MZCA/product/skimmer-water-level-detector_01GT9BRTV8FMZR6QEGTNHHNMR3","date":"2024-04-18T18:22:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817222.1/warc/CC-MAIN-20240418160034-20240418190034-00430.warc.gz","language_score":0.7957378029823303,"token_count":130,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__32500017","lang":"en","text":"Skimmer Water level detector\nProdukt code: # 13366\nSkimmer water level meter for devices of the ASIN AQUA HOME, ASIN AQUA SALT, ASIN AQUA OXYGEN, ASIN AQUA PROFI series.\nThe water level is monitored in two levels.\n1) Filling OFF - required level reached Refilling stops.\n2) Filling ON - level at which refilling starts.\nLevels are entered in centimeters in the configuration of ASIN AQUA.\nThe cable for connecting the water level meter to the device is not included in the package.","domain":"hydraulic_engineering"}
{"url":"http://eea.rec.org/en/supported-projects/eea-c3-9-oereg-tur-ii-rehabilitation/kick-off-meeting-10.html","date":"2018-09-22T02:07:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267158001.44/warc/CC-MAIN-20180922005340-20180922025740-00285.warc.gz","language_score":0.9175397753715515,"token_count":268,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__211241763","lang":"en","text":"Kick-off meeting of the project “Öreg-Túr rehabilitation - Phase II.\nThe kick-off meeting of the project “Öreg-Túr rehabilitation - Phase II.” was held on 17 July 2015 in the village of Nagyar (Szabolcs-Szatmár-Bereg county, East Hungary). The development of the Öreg-Túr’s water system is supported with 895 thousand EUR by the EEA Grants programme. This is the second phase of a programme, which aims to improve the water balance and increase the water level of the 63 km long Öreg-Túr river. Among other activities, in this phase technical interventions will be implemented, such as the reconstruction of the existing infrastructure, new bottom weirs and regulation locks will be constructed and renewed, the river bed will be dredged, automatic water-level monitoring stations will be installed, and water quality meters will be installed. Besides these technical interventions the rehabilitation also includes the ecological assessment of the Öreg-Túr. According to the current plans the works will last until April 2016. The river Öreg-Túr and its drainage area in the Szatmár region covers an area with a population of 18 thousand people.","domain":"hydraulic_engineering"}
{"url":"https://www.dfiengineering.com/projects/southdown-road-culvert-replacement-regenerative-storm-water-conveyance-project","date":"2024-02-21T22:54:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473558.16/warc/CC-MAIN-20240221202132-20240221232132-00287.warc.gz","language_score":0.9295700788497925,"token_count":324,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__95949725","lang":"en","text":"The culvert replacement and storm water conveyance project, located in Anne Arundel County, Maryland, included a proposed culvert replacement plan prior to construction.\nDFI was responsible for providing Construction Management & Inspection services, including project management and inspection of the installation of a concrete culvert under Southdown Road and the construction of a step pool storm water conveyance system to Beard Creek in Edgewater, Maryland. DFI performed a Quality Assurance/Quality Control (QA/QC) review of the proposed culvert replacement plan prior to the beginning of construction. This review included conforming the hydraulic design and detail for the sizing of the culvert to eliminate flooding of the roadway and scour of the receiving channel.\nThe culvert installation included the excavation and reconstruction of the roadway embankment, preparation of pipe bedding, paving of the roadway, protection of existing utilities, and sediment and erosion control. The step pool storm water conveyance construction included four (4) small channels (approximately 691 Linear Feet (LF) in total) conveying roadway drainage and construction of approximately 400 LF of mainstem channel construction.\nThe project consisted of clearing and grubbing, the eradication of invasive species, the maintenance of stream flow, channel or stream change excavation, the construction of cascade structures and riffle weirs that included compost, large woody debris, bank run gravel/sand/wood chips and cobbles. It also included the placement of 309 cubic yards of granite boulders.\nThis project was completed under contract with AACO with a grant from the State of Maryland.","domain":"hydraulic_engineering"}
{"url":"https://monstergardens.com/turboklone-pump.html","date":"2024-03-01T11:09:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475238.84/warc/CC-MAIN-20240301093751-20240301123751-00539.warc.gz","language_score":0.8570345044136047,"token_count":117,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__167228327","lang":"en","text":"The 250 GPH pump is compatible with TurboKlone's patented T24 Cloning system and the 450 GPH pump will work with TurboKlone's patented T48, E96 and E144 Cloning systems. These pumps are compact, small yet with a reliable flow rate, making it suitable for use in fountains, aquariums, ponds and water features.\n- Can be used outdoor and indoor\n- Weatherproof wires\n- Multi connection\n- Adjustable speed\n- Reliable performance\n- Suitable for fountain, aquarium, pond, water feature","domain":"hydraulic_engineering"}
{"url":"http://www.reonet.co.za/case_studies/view/Vrede-Thembalihle%20Dam","date":"2015-08-31T04:42:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-35/segments/1440644065534.46/warc/CC-MAIN-20150827025425-00057-ip-10-171-96-226.ec2.internal.warc.gz","language_score":0.9091975092887878,"token_count":254,"dump":"CC-MAIN-2015-35","global_id":"webtext-fineweb__CC-MAIN-2015-35__0__173858332","lang":"en","text":"Vrede Local Municipality\nSummary of Services\n- Quality Management\n- Project Management\nThe Vrede-Thembalihle Dam is located near Vrede in the Northeast Free State on the Spruitsonderdrift River. Vrede-Thembalihle Dam was built as a municipal drinking water supply dam to the town of Vrede. Vrede-Thembalihle Dam was initially conceived as a roller-compacted concrete (RCC) gravity dam and the local municipality of Vrede called for tenders for the construction of the dam. Reonet offered an alternative design consisting of a non-overspill earth embankment and a spillway constructed of rubble rock masonry concrete. Reonet’s alternative tender offer was delivered as a fixed-price turnkey project, at half the price of the tenders received for the original RCC tender design. Vrede-Thembalihle Dam has a capacity of 2.44 million cubic meters, is 18 meters high and has a spillway crest length of 50 meters.\nThe project delivered the following benefits:\n- Water security to the town of Vrede\n- Generating many jobs in the construction of the dam","domain":"hydraulic_engineering"}
{"url":"https://weka-ag.ch/en/products/valves-and-cryogenic-components/Ejectors/ejectors","date":"2024-03-05T03:22:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707948217723.97/warc/CC-MAIN-20240305024700-20240305054700-00366.warc.gz","language_score":0.8905521631240845,"token_count":107,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__152280153","lang":"en","text":"Ejectors are typically designed for the PN25 pressure class. The mechanical connections and the geometrical design depend on the specific application conditions such as pressure, temperature, flow and fluid.\nConnections for pressure measurements or built-in filter elements are available as options, as well as designs for other pressure ratings.\n- Nominal pressure PN≤ 25bar\n- Temperature range of fluid3 … 323K (-270 … +50°C)\n- Mass flow5g/s … 60g/s","domain":"hydraulic_engineering"}
{"url":"http://www.975ycountry.com/2017/06/12/great-lakes-water-levels-expected-to-remain-high-through-the-fall/","date":"2018-01-19T11:51:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-05/segments/1516084887973.50/warc/CC-MAIN-20180119105358-20180119125358-00202.warc.gz","language_score":0.9552112221717834,"token_count":126,"dump":"CC-MAIN-2018-05","global_id":"webtext-fineweb__CC-MAIN-2018-05__0__122605173","lang":"en","text":"Water levels on the Great Lakes are expected to be both higher than average and higher than last year throughout the summer and into the fall. The U.S. Army Corps of Engineers tells us lots of rain in April and May pushed the Great Lakes levels higher than forecast. Now, the predicted summer water levels on Lakes Superior, Michigan, Huron, St. Clair, and Erie will be at their highest levels since around 1996. Also, Lake Ontario set a new water level record in May. Higher water levels are better for shipping on the Great Lakes. The Army Corps of Engineers issues its Great Lakes water level forecast every month.","domain":"hydraulic_engineering"}
{"url":"https://volunteer.sfwater.org/index.aspx?page=1249","date":"2021-06-17T09:35:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623487629632.54/warc/CC-MAIN-20210617072023-20210617102023-00116.warc.gz","language_score":0.8855041265487671,"token_count":188,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__52232565","lang":"en","text":"Lower Cherry Aqueduct Rehabilitation\nThe project includes: rehabilitation of the existing Cherry Creek diversion dam, the installation of two new sluice gates with controls and four new slide gates, replacement of the hydraulic control room and the gatehouse, rehabilitation of the access trail, installation of bat exclusion devices on the tunnel inlets and outlets, repair or reinforcement of concrete saddles at the aerial crossing, and construction of a cover over the top of the existing forebay. Construction is scheduled to begin in Summer 2018, and finish in Spring 2019.\nKirkwood Penstock Rehabilitation\nThis project will reduce the overall risks associated with a Kirkwood Penstock failure. Its scope includes: Installation of a foundation monitoring system, procurement of large-diameter couplings, procurement of repair plates, repair to an existing reinforced concrete saddle, and maintenance of the existing drainage system. Work is in progress now, with completion expected in July 2018.","domain":"hydraulic_engineering"}
{"url":"https://blog.energy-bim.com/bim-methodologies-help-beijing-water-increase-water-distribution/","date":"2022-09-27T13:22:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335034.61/warc/CC-MAIN-20220927131111-20220927161111-00201.warc.gz","language_score":0.9160998463630676,"token_count":516,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__216497641","lang":"en","text":"Copyright© Energy-Education.com INSTRUCT News blog.Scroll Up\nThe Beijing Institute of Water was tasked with this CNY 3.4bn project to support the Hexi Branch sub-project in creating construction drawings of multiple pumping stations, water transmission lines, and water treatment plants.\nLeveraging BIM methodologies to manage the design and information management, the entire system was designed using 3D modelling and Bentley’s ProjectWise as the central collaboration environment. From these design models, construction drawings and secondary design analyses were conducted using MicroStation for annotation and rebar assessment, greatly improving the efficiency of creating detailed drawings.\nIn addition, the project team used Descartes to create surface digital engineering models and building models, allowing the team to track construction completion digitally, rather than relying on paper queries for information.\nBentley’s HAMMER was used to analyse and calculate the hydraulic transition between the pumping stations and to calculate pressure distribution along the path in case of pump shutdown, ensuring that the system can operate safely under any circumstance.\nThree-dimensional geological models of the entire site using MicroStation resulted in 60% faster modelling times compared to previous 2D methodologies. This process also enabled the direct creation of a complex pipeline mesh model to calculate the shortest clear directions to optimise the design and protection of various pipelines. This innovative, first-of-a-kind approach saved 80% in design time compared to previous 2D methods.\nBy combining full lifecycle management concepts, the Hexi branch project carried out design work of intelligent water in the initial design phase. From this intelligent water design, the project has developed a strong technical basis to support operation of the project through leveraging 3D collaborative design results, building reliable model information archives and enabling the project to fully realise digital design, digital construction management, and digital operations.\nXin Yin, chief engineer of the Information Center for the Institute, said: “This project is not only an example of 3D application in water supply engineering for an urban long-distance tunnel, but it is also a successful 3D practice in design, construction, and management.\n“Taking this project as a symbol, we will lead 3D design trends in long-distance, super-large-pipe water transmission engineering, ushering in a new era in the industry in which 3D collaborative design is widely applied to the field of water conservancy design.”\nThe post BIM methodologies help Beijing Water increase water distribution appeared first on Planning & Building Control Today.","domain":"hydraulic_engineering"}
{"url":"https://www.upperbrushycreekwcid.org/CivicAlerts.aspx?AID=47","date":"2022-01-26T12:05:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304947.93/warc/CC-MAIN-20220126101419-20220126131419-00716.warc.gz","language_score":0.9474314451217651,"token_count":119,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__202356856","lang":"en","text":"Dam 15 at Paloma Lake is currently under construction. The lake has been lowered and pedestrian trails are closed. The rehabilitation project will repair wind driven wave erosion at the base of the dam. Work is expected to be complete in Spring of 2022.\nDam 22 Rehabilitation is currently out for bid. This rehabilitation project will completely overhaul the dam and replace the drain pipe running through the dam. Construction is expected to start in late Spring and will probably last around a year.\nPermitting and Design for Dam 101 continues.\nYou can get regular updates on our projects page for more detailed information.","domain":"hydraulic_engineering"}
{"url":"http://www.hollowblockmachines.in/hydraulic-paver-machine-1685243.html","date":"2019-02-20T11:43:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247494741.0/warc/CC-MAIN-20190220105613-20190220131613-00099.warc.gz","language_score":0.8217357397079468,"token_count":77,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__223392205","lang":"en","text":"|Home||» Products||» construction machines||» Hydraulic paver machine|\nHydraulic paver machine\nThis is hydralic paver Machine offered by us are widely used in the construction industry. We offer these Mosaic tiles / paving block machine with auto pressure control and hi-tech control panel. These are easy to operate with there one touch operating system.","domain":"hydraulic_engineering"}
{"url":"https://www.inprocon.eu/en/projects/hydroelectric-power-plant-alto-maipo.html","date":"2023-12-11T17:51:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679516047.98/warc/CC-MAIN-20231211174901-20231211204901-00441.warc.gz","language_score":0.9177480340003967,"token_count":170,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__226095797","lang":"en","text":"Hydroelectric Power Plant, Alto Maipo\nIn November 2014, INPROCON was commissioned with taking on the technical office with a management role. This role comprised: design coordination, cost controlling, schedule controlling, coordination of subcontractors, etc.\nThe project was successfully completed by INPROCON.\nThe project comprises the construction of two hydroelectric power plants with a total capacity of approx. 531 MW: Alfalfal II and Las Lajas, approx. 50 km southeast of the Chilean capital Santiago in the high Rio Maipo basin. Scope of work: tunnels and shafts with a total length of 46.5 km, excavated as an open construction or by blasting as well as drilling using tunnel boring machines.\nSTRABAG S.p.A., Chile\nUS$ 490 Mio","domain":"hydraulic_engineering"}
{"url":"https://malawi-independent.com/2018/12/13/apm-delivering-his-promises-with-distinction-as-construction-of-bwanje-dam-finishes/","date":"2019-05-26T19:08:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232259452.84/warc/CC-MAIN-20190526185417-20190526211417-00076.warc.gz","language_score":0.9462182521820068,"token_count":224,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__147861454","lang":"en","text":"APM Delivering His Promises With Distinction As Construction Of Bwanje Dam Finishes\nAs one way of making Malawi a predominantly producing and exporting country President Professor Arthur Peter Mutharika launched the construction work of Bwanje Dam in Dedza which will be the biggest dam in the SADC region and is expected to store sufficient water for Irrigation purposes in both rainy and dry season.\nA recent visit to the site has reviewed that the construction work ended in October this year and currently officials are haversting water ready for massive Irrigation purposes in two weeks time.\nDuring the launch of the transformative project President Professor Arthur Peter Mutharika said the construction of the dam is part of his great vision of making Malawi a predominantly producing and exporting country.\nOn this point Professor Mutharika added that the construction of the dam is also part of the green belt initiative that will see farmers growing crops the whole year without depending on rain\nThe dam is 40 metres high and approximately 150metres long with a storage capacity of 5.6m cubic litres.","domain":"hydraulic_engineering"}
{"url":"http://heshkaoil.com/type-h-back-pressure-valve-inconel-718/","date":"2017-08-22T09:11:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-34/segments/1502886110573.77/warc/CC-MAIN-20170822085147-20170822105147-00142.warc.gz","language_score":0.8324747085571289,"token_count":143,"dump":"CC-MAIN-2017-34","global_id":"webtext-fineweb__CC-MAIN-2017-34__0__157853717","lang":"en","text":"Tubing Hanger Type H Back Pressure Valve - Inconel 718 for HH Sour Service\nThis type H back pressure valve is a one way check valve used to seal tubing pressure while the blowout preventers are removed and the christmas tree is installed. It also allows fluid to be circulated down the tubing and prevents backflow.\nThe type H back pressure valve is available in multiple sizes and materials. 1-1/2\" through 6-5/16\" are available.\nPlease select the correct size from the drop down menu before purchasing.\nFor 4130 Alloy back pressure valves, please click here.\nFor 17-4 PH Stainless Steel back pressure valves, please click here.","domain":"hydraulic_engineering"}
{"url":"https://jammukashmir.industry-focus.net/2018/09/29/nhpc-plans-bursar-hydro-electric-project-in-kishtwar/","date":"2023-11-29T03:01:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100047.66/warc/CC-MAIN-20231129010302-20231129040302-00796.warc.gz","language_score":0.8864033818244934,"token_count":151,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__176229400","lang":"en","text":"NHPC is planning to set up the Bursar hydro electric project in Kishtwar district of Jammu & Kashmir. The project involves setting up of Concrete Gravity Dam of 265 m height from the river bed level with one head race tunnel of 8 km. The project will be a storage dam project on Marusudar river (a tributary of Chenab river) and an underground power house (4 X 200 MW ) will be constructed in Lopara village. Land requirement for this alternative is 1665 ha out of which 1077 ha is forest land involving 500 ha inside Kishtwar High Altitude National Park (KHANP) and 577 ha outside KHANP.\nCompany Profile : NHPC Ltd","domain":"hydraulic_engineering"}
{"url":"https://en.tlbbk.com/product/760.html","date":"2023-09-24T07:33:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506623.27/warc/CC-MAIN-20230924055210-20230924085210-00530.warc.gz","language_score":0.823365330696106,"token_count":529,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__92864206","lang":"en","text":"TC-MW type bull's eye two-color water level gauge is a direct reading instrument used to monitor the water level of subcritical and supercritical boilers and pressure vessels. This type of two-color water level gauge has a self-flushing structure in the body, which can prevent the observation hole from hanging on, and improve the display effect and the service life of the window. This type of water level gauge has the function of steam tracing, which uses the saturated steam in the steam drum to trace the water level gauge to reduce the water level difference caused by the temperature difference between the steam drum and the water level gauge, so that the water level measurement is more accurate. TC-MW type bull's eye two-color water level gauge has explosion-proof function and is suitable for the application of explosion-proof sites in the petrochemical industry and other industries.\nTC-MW type bull's eye double-color water level gauge window sealing structure is divided into winding type and disc spring type. The disc spring type sealing structure is specially designed for the working conditions of frequent starting and stopping of cracking furnaces in the petrochemical industry. Airtightness ensures safe, reliable and stable operation of the device.\nSelection parameter table\n|Model||Display form||Nominal pressure (MPa)||Design pressure (MPa)||Medium saturation temperature (℃)||Installation center distance (mm)||Visible range (mm)||Sealing structure|\n|TC-MW16-7ⅢB||Seven holes have blind spots||25||16||345||670||454||Winding|\n|TC-MW22-7ⅢB||Seven holes have blind spots||32||22||375||670||454||Winding|\n|TC-MW16-7ⅣB||Seven holes have blind spots||25||16||345||670||470||Disc spring|\n|Note: Technical parameters such as water level gauge center distance and visual range can be manufactured according to user needs.|\n|Function selection||Heat tracing function (/R); explosion-proof function (/Ex)|\n|Monitoring method||On-site observation or water level TV monitoring|\n|Water level display||Color separation according to medium, soda red water green|\n|Water source||60W 24VDC Light Emitting Diode (LED)|\n|Connection method||Welded or flanged connection|\n|Installation direction||Left or right|\n|Wrapped seal structure|\n|Disc spring seal structure|","domain":"hydraulic_engineering"}
{"url":"https://eventmeed.com/en/blog/blog_details/63/memveele-hydroelectric-dam-goes-operational","date":"2020-08-15T09:52:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439740838.3/warc/CC-MAIN-20200815094903-20200815124903-00153.warc.gz","language_score":0.971845805644989,"token_count":153,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__146870764","lang":"en","text":"Memve'Ele Hydroelectric Dam Goes Operational\nThe population of the the South Region of Cameroon has been celebrating following the connection of the the Memve'ele power plant to the south inter-connected network.\nThe joy of the local population was sized up by the Minister of Water and Energy, Gaston Eloundou Essomba, after visiting the site of the dam.\nSo far, 30 megawatts of the dam have been put into use while the targeted 211 megawatts expected to be churned out at completion of the project will be achieved in the long run.\nThe Memve'ele hydroelectric dam, which is expected to reduce the energy deficit in the country, was started in 2012 and was expected to be completed by 2017.","domain":"hydraulic_engineering"}
{"url":"https://hydramaster.co.uk/new-style-k-valve-169-145","date":"2024-02-21T11:45:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473472.21/warc/CC-MAIN-20240221102433-20240221132433-00312.warc.gz","language_score":0.8814552426338196,"token_count":94,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__11523834","lang":"en","text":"New style K valve\nKingston Angled Flow Control Valve offers quality and performance at pressures up to 1200 psi. Sometimes referred to as the 'K' Valve.\nThis high pressure flow control valve is made of a forged brass body with a stainless steel stem assembly. The Kingston Angled Flow Control Valve is a recognised leader in durable, light-weight, high performance flow control. Max. operating pressure 1200 psi Temp. range –40°F to 225°F","domain":"hydraulic_engineering"}
{"url":"http://www.athensclarkecounty.com/7504/Greencrest-DrEast-Creek-Bend-Stormwater","date":"2017-08-22T07:17:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-34/segments/1502886110485.9/warc/CC-MAIN-20170822065702-20170822085702-00220.warc.gz","language_score":0.8929044604301453,"token_count":198,"dump":"CC-MAIN-2017-34","global_id":"webtext-fineweb__CC-MAIN-2017-34__0__188487431","lang":"en","text":"Greencrest Dr/East Creek Bend Stormwater Improvements Project\nThe Greencrest Drive (CE-40) and East Creek Bend Stormwater Improvements Project includes two projects under one construction contract.\nThe Greencrest Drive project consists of the installation of a storm drain pipe and associated structures, header curb, headwall construction and Rip Rap installation, roadway milling and overlay, and the construction of a drainage ditch.\nThe East Creek Bend project includes the removal and replacement of the existing 54\" corrugated metal pipe with a 14' x 4' precast bottomless arch culvert. Work also includes the construction of gabion walls, relocation of an existing waterline and minor asphalt work.\nOn February 7, 2017, a construction contract was awarded to Georgia Development Partners and construction is scheduled to begin in early April 2017. The project is scheduled for completion in late September 2017.\nFor more information, please contact Engineering Division at (706) 613-3440","domain":"hydraulic_engineering"}
{"url":"https://www.whitsundaytimes.com.au/news/work-continues-on-new-seweage-plants/1559343/","date":"2018-08-20T09:37:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221216051.80/warc/CC-MAIN-20180820082010-20180820102010-00247.warc.gz","language_score":0.9502401351928711,"token_count":163,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__179256031","lang":"en","text":"Work continues on sewage plants\nTHE major concrete pour has started in the construction of sewage treatment plants in Cannonvale and Proserpine.\nThe massive concrete tank at Cannonvale will measure 36 metres wide by 34 metres long and six metres high and will form the major component of the project while the Proserpine plant is a smaller structure.\nCouncil's mayor, Jennifer Whitney said this was a significant milestone in the construction of the new sewage treatment plants.\n\"Cannonvale currently has 85 per cent of the floor slab complete while Proserpine's floor slab is already complete,\" Cr Whitney said.\nShe said the sheer size of these projects was enormous and the concrete works alone totalled about $3.3 million.\nThe concrete work on the tanks is expected to be complete by late December 2012.","domain":"hydraulic_engineering"}
{"url":"http://tjbh.com/c/2020-04-17/658291.shtml","date":"2020-07-05T23:06:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655889877.72/warc/CC-MAIN-20200705215728-20200706005728-00455.warc.gz","language_score":0.9440121650695801,"token_count":240,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__97129335","lang":"en","text":"稿源：津滨网 编辑：王宁 2020-04-17 15:33\nThe reporter learned from the subsidiary Investment Holding Co., Ltd. of Binhai Construction Investment Group that the multiple drainage pipe network renovation projects in the Tianjin Economic-technological Development Area (abbreviated as TEDA) that construction it is responsible for has gradually entered the second half of the construction stage, and is expected to be completed this year. The renovation project of Donghai Road drainage pipe network located in Tianjin Binhai New Area (TBNA for short) along the wiring of Xingang Road No. 4 and Binhai Avenue has now entered the final stage, and is expected to be completed and accepted in August. The second outlet pipeline project of the pumping station on Fifth Avenue is currently under construction for the main structure of the square culvert, which is expected to be completed and accepted in June. In the future, after the completion of these drainage pipe network renovation projects, the drainage capacity of TEDA will be further improved, and the living conditions of citizens will be improved.","domain":"hydraulic_engineering"}
{"url":"https://worldoforganicsandhydroponics.com/products/mag-drive-190-pump","date":"2021-12-08T00:27:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363420.81/warc/CC-MAIN-20211207232140-20211208022140-00157.warc.gz","language_score":0.8805013298988342,"token_count":148,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__193850049","lang":"en","text":"Mag Drive 190 Pump is suitable for small to medium sized garden fountains, piped statuary, and ponds. It has a maximum flow of 190 gph with a 7 foot shut off, can be used in a horizontal or vertical position, and has built in, adjustable flow control. It features a ceramic shaft, foam pre filter, elbow, 10 foot, grounded power cord.\n• Danner mag drive model 1.9 190GPH statuary pump with 10' cord\n• Maximum flow of 190 GPH with a seven foot shut off\n• Used in a horizontal or vertical position\n• Adjustable flow control\n• Ceramic shaft, foam pre filter, elbow, 10 foot, grounded power cord","domain":"hydraulic_engineering"}
{"url":"https://www.valtellinabike.com/CUBE-POMPA-DA-PAVIMENTO","date":"2019-10-23T16:13:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570987834649.58/warc/CC-MAIN-20191023150047-20191023173547-00105.warc.gz","language_score":0.7141115069389343,"token_count":81,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__132451317","lang":"en","text":"A floor pump with high performance. The CUBE floor pump has a Presta and Schrader double valve head with quick release lever and a stable plastic foot and an integrated pressure gauge. Maximum pressure 160 psi\n(LxWxH) 21 x 18 x 63 cm\n- Presta and Schrader valve head with quick release lever- plastic foot with integrated pressure gauge- 160 psi max.","domain":"hydraulic_engineering"}
{"url":"http://ovtermpapermoes.gvu-edu.us/water-level-indicator-with-alarm-circuit-details.html","date":"2018-10-19T07:49:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583512332.36/warc/CC-MAIN-20181019062113-20181019083613-00149.warc.gz","language_score":0.8781043887138367,"token_count":737,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__57702379","lang":"en","text":"Electronic water level indicator circuit the above mentioned electronic water level alarm circuit diagram comprises of 4 probes, and that are. In this project, we are using a water level alarm using simple and low cost hardware circuit diagram of water level alarm using 555 timer – electronicshub. This article shows simple circuits of water level indicator with alarm three circuits were shown here are first let us build a water level alarm using simple transistors table of contents circuit diagram water level control. The water level alarm circuit is a simple mechanism to detect and the water level indicator circuit diagram monitors the level of water in the.\nWater alarm detector that can be used at home to detect the level of water outside the house block diagram for wireless communication. This is a tutorial to build a simple water level indicator alarm circuit using transistors it indicates different levels of water and raise an alarm. This circuit utilising a 555 timer ic can be used as an alarm system to prevent the theft of water level indicator with alarm click here for circuit diagram.\nThis simple water level indicator for overhead tanks that uses three leds to indicate minimum, middle, and maximum water levels in the tank. Use the level controller within the specified ranges for ambient operating temperature, for details, refer to the technical explanation for level controllers. Design and software development the general block diagram of smart water level detector monitoring system is as follows: fig 1 block diagram of smart water. Here i have described a simple water overflow alarm circuit with the help of two ic that is lm741 and um66 which will give an musical alarm when your tank.\nWe just need to remove ldr from the circuit and put the wires into water, then it simply works as vek2639 – liquid level controller kit but if you want to make an even simpler and effective water level indicator and alarm, you can check out this site: sign up for a pcb design contest to win $1000.\nDesign water tank level controller / mohd fairuz masrom design water tank maintenance sensing mechanism that used to sense the water level in this project is easy b water level indicator with alarm c component . Abstract : this paper shows a design of a water level indicator with pic microcontroller lcd used to show the level of water in both reservoir and main tank buzzer supports in circuit debugging (icd) via two pins – pgd and pgc iii. Water level indicator 3 levels for pool tank assembled electronic circuit : fa902 roll over image to afo & po box) see more product details wi- fi water level / sump monitor sensor with buzzer, email/ text alerts 45 out of 5 stars.\nThe circuit to indicator leds is completed through probes immersed in water in the tank though probes themselves.\nAs the water level rises or falls, different circuits in the controller send different signals these signals and immideately the pump stops functioning and the buzzer con- nected will to design this system, we used transis. Abstract an automatic regulator suitable for water level sensing and control was realized using the mc14066 integrated circuit this enabled. These circuits are very dependent on the resistance of the probe though, especially top side like that you might be better off doing it this way.\nThis is simple high water level alarm circuit diagram which we need to build it then the level water to the sensor point cause current can flow. Design and implementation of a fully automated water level indicator if the water level is full, then the circuits beeps through the buzzer notifying that the. Numeric water level indicator- liquid level sensor circuit diagram with 7 using 555 timer ic water level, simple water level indicator alarm circuit diagram,.","domain":"hydraulic_engineering"}
{"url":"https://www.engie-fabricom.com/en/reference/improvements-to-the-weirs-at-kain-and-herinnes-for-easier-inland-navigation/","date":"2022-10-02T09:57:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337307.81/warc/CC-MAIN-20221002083954-20221002113954-00005.warc.gz","language_score":0.9390543103218079,"token_count":493,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__110571402","lang":"en","text":"Following similar work in Kain, the weir and lock complex is being completely modernised in Herinnes. This will ensure that the water level of the Scheldt remains suitable for shipping. The interventions are part of the European Seine-Scheldt project, which is intended to facilitate inland waterway transport on busy rivers in northern Europe.\nHydroelectric power plant provides its own energy supply\nThe old lock complex at Kain, which was built in the 1920s, could no longer meet contemporary requirements. A new water channel was excavated for the modern weir, which has a 1.65-metre waterfall and two 12-metre wide weir channels. A hydroelectric power station with a capacity of over 1,000 MWh/year was built on the site of the old structure, and the lock thoroughly renovated at the same time. The Hérinnes project is almost identical to that carried out at Kain.\nENGIE Fabricom’s role\nENGIE Fabricom is supplying and installing the electrical and electromechanical equipment for both the new weir and modernisation work on the existing lock. We are resorting to virtually every kind of waterway technical equipment currently relevant and available for these projects, such as:\n- a hydroelectric power plant (three large Archimedes’ screws)\n- mechanical and hydraulic equipment, more specifically for the dam\n- power current and LV current\n- automation and supervision\nThe works mainly concern the delivery and installation of:\n- the two valves which move the new dam (cylinders and their connections, pipes, hydraulic units)\n- the valve hinge bearings (supply only)\n- the three hydrodynamic screws and associated control valves for the hydroelectric power plant\n- the overhead crane in the hydroelectric power station building\n- the transformer station\n- the emergency generator\n- the main LV switchboards\n- the electrical installation in the control building\n- the electrical wiring of the entire site\n- the outdoor lighting\n- the control system (sensors, PLCs, control panel) for the entire lock, dam and hydroelectric power station\n- intercom system, VHF and river signs\n- fibre-optic connection\nAt Hérinnes, we also installed a 2.5-km long HV line to the Schelde bridge in Warcoing.","domain":"hydraulic_engineering"}
{"url":"https://watertecdust.com/product-type/valves/","date":"2020-02-19T20:28:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875144167.31/warc/CC-MAIN-20200219184416-20200219214416-00084.warc.gz","language_score":0.9226582646369934,"token_count":92,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__33616047","lang":"en","text":"Irritrol 100 Series Control Valve\nTracing its origin to the highly popular Century Series, the 100 Series delivers reliable performance with a host of enhanced features.\nNelson 1000 Series Control Valve\nThis valve is engineered for high flow and low pressure loss, with the ability to handle difficult water conditions.\nNelson 800 Series Control Valve\nAs a hydraulically operated sleeve-type valve, the 800 series control valve is designed for versatility and durability.","domain":"hydraulic_engineering"}
{"url":"https://cgcgeoservices.com/projects/hagley-dam/","date":"2024-04-16T23:03:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817112.71/warc/CC-MAIN-20240416222403-20240417012403-00573.warc.gz","language_score":0.9620915651321411,"token_count":228,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__156290821","lang":"en","text":"Hagley contracted CGC Geoservices to perform the restoration of the dam and adjacent millrace. Construction of the spillway restoration began in July during the typical seasonal low flow period. Adjustments were made to the design as necessary based on the actual conditions uncovered during construction as well as to deal with the challenges of construction in the middle of the Brandywine River during what ended up being an unseasonably wet Ssummer and fall construction period, requiring ontinuous innovation in the construction approach.\nThe project included dewatering of sections of the dam to allow evaluation and repair, placement of large boulders, riprap and concrete in the middle of the river, reconstruction of masonry walls, maintenance of sediment and erosion controls throughout the project, and vegetative restoration of the stream banks in a natural river setting.The dam restoration was successfully completed within budget and with minimum disruption to the surrounding historic and natural setting.\nThis project was recognized with multiple awards including theNew Castle County Historic Preservation Award for Industrial Technology Restoration and the Construction Excellence Award for the State of Delaware and the Delaware Contractors Association.","domain":"hydraulic_engineering"}
{"url":"https://www.oregonohio.org/engineering/public-service-project-information/pickle-road-storm-sewer-relief-ditch-project.html","date":"2021-03-03T10:54:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178366959.54/warc/CC-MAIN-20210303104028-20210303134028-00404.warc.gz","language_score":0.9368472695350647,"token_count":148,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__64921563","lang":"en","text":"The Pickle Road Storm Sewer Relief Ditch Project is designed to improve drainage along Pickle Road between Coy Road and Oak Tree Subdivision. Construction work is set to begin early February and should be completed by the end of September, 2018.\nThe project involves the replacement of existing storm sewers along the south side of Pickle Road, the west side of Flo Drive and the south side of Mary Allen Drive with larger storm sewers. A new open channel relief ditch will also be installed just west of Cardinal Bay Subdivision to provide a relief overflow path from Pickle Road to the Navarre Avenue storm sewer. In addition, an asphalt bike path will be installed along the new relief ditch between Pickle Road and Navarre Avenue.","domain":"hydraulic_engineering"}
{"url":"https://grupoisi.com.mx/en/category/construction/infraestructure/","date":"2022-01-24T05:45:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304515.74/warc/CC-MAIN-20220124054039-20220124084039-00181.warc.gz","language_score":0.8992543816566467,"token_count":91,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__257115672","lang":"en","text":"Infrastructure projects include the construction and improvement of roads, railways, pipelines, ports, airports, hydroelectric plants, and others. We help our clients plan, finance, and manage their infrastructure projects, by combining our engineering and technology expertise.\nUnderground preparation of Hydraulic System\nConstruction of channels of the hydraulic network\nAssembly of bridges over Hydraulic network\nAssembly of sub electric station\nInstallation of lighting\nUnderground Preparation of Hydraulic System","domain":"hydraulic_engineering"}
{"url":"https://petropump.ru/equipment/oborudovanie_adblue/squalo_35_230_50_basic_pogruzhnoy_elektronasos_dlya_adblue_vody_35_l_min/","date":"2020-09-25T13:42:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400226381.66/warc/CC-MAIN-20200925115553-20200925145553-00237.warc.gz","language_score":0.683581531047821,"token_count":172,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__102685861","lang":"en","text":"SQUALO 35 230/50 BASIC - погружной электронасос для AdBlue/воды, 35 л/мин\nSQUALO35 is the first submersible pump for AdBlue® to have been especially\ndeveloped and tested for distribution systems. A centrifugal pump fitted with\na turbine regenerator with non-return valve and a built-in innovative pressure\nregulation system that optimises flow rate performance levels. Consistent flow rate\nand accuracy during delivery dramatically reduce energy consumption levels. The\ncompact size and special pump design make for easy installation and near-complete emptying of the intended installation tank.\n- PIUSI (Италия)","domain":"hydraulic_engineering"}
{"url":"https://ndminerals.com/news/nord-minerals-became-the-supplier-of-a-floating-pump-stations-for-the-greenfield-project-almalyk-mmc-jsc/","date":"2023-12-06T00:35:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100575.30/warc/CC-MAIN-20231206000253-20231206030253-00039.warc.gz","language_score":0.9419282674789429,"token_count":201,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__42771126","lang":"en","text":"Nord Minerals became the supplier of a floating pump stations for the greenfield project Almalyk MMC JSC\nAlmalyk MMC JSC one of the world's largest copper-molybdenum ore deposit named \"Yoshlik-1\" and responsible for copper mining plant construction with the capacity of more than 60 million ore tons per year.\nThese floating pump stations fit copper concentrator water supply for constructing plant. These pump stations are designed and supplied by Nord Minerals on a turnkey basis: two pump stations have six operating and two standby pumping units, each with a capacity of 2000 m3/hr.\nThe combined capacity of the two floating pump stations will be 12,000 m3/h and the total water pressure is over 130 meters.\nIn addition to the floating modules elements of onshore infrastructure, such as operator's office, pump frequency converters located in individual block-modular buildings onshore are included in the scope of delivery.","domain":"hydraulic_engineering"}
{"url":"https://cclinfrastructure.cclgroup.com/cases/trio-creek-hydro-project/","date":"2023-12-04T10:56:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100527.35/warc/CC-MAIN-20231204083733-20231204113733-00219.warc.gz","language_score":0.9165898561477661,"token_count":100,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__198987289","lang":"en","text":"Long Lake Hydro Project\nBritish Columbia, Canada\nThe Trio Creek Hydro Project is a 25-megawatt run-of-river hydroelectric project located near Harrison Lake, British Columbia. CC&L Infrastructure completing construction of these facilities in partnership with the project developer and local First Nations, with the project expected to be operational in 2022.\nUpon completion, Trio Creek will be capable of producing enough clean energy to meet the needs of approximately 8,000 homes in the province each year.","domain":"hydraulic_engineering"}
{"url":"http://www.pakstudynotes.com/hydel-power-projects-in-pakistan/","date":"2016-12-07T08:33:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-50/segments/1480698542009.32/warc/CC-MAIN-20161202170902-00208-ip-10-31-129-80.ec2.internal.warc.gz","language_score":0.9425680637359619,"token_count":1039,"dump":"CC-MAIN-2016-50","global_id":"webtext-fineweb__CC-MAIN-2016-50__0__129852230","lang":"en","text":"Q2. INTRODUCING HYDEL POWER HIGHLIGHT THE HYDEL POWER PROJECTS IN PAKISTAN.\nWHICH HYDEL POWER PROJECTS OF PAKISTAN HAVE BEEN PLAYING CONSTRUCTIVE ROLE IN GENERATION OF ELECTRICITY? EXPLAIN.\nPakistan possesses 30000 MW generating capacity of hydel power which is the cheapest source of energy. Fortunately, rivers flowing in Pakistan get water from the rice melted on the mountains therefore, these are the perennial rivers which have water whole of the year. Most of the hydel power projects are located in the North Western part of the country.\nPrior to inception of Pakistan there were two hydel power projects here: one was established in 1925 at Ronala having capacity of one MW and the other was established at Mala Kand in 1938 with a generating capacity of 20 MW. Today there are 13 hydel power projects engaged in generating 5010 MW electricity. One gigantic project is under completion on Terbela Dam and one of its units began to generate eloctricity in since October, 2000 with a capacity of 290 MW. At the completion of this project, the total generating capacity of this project would be 1450 MW 290 each unit or there would be 5 units of this project.\nTotal hydel energy in Pakistan is under the control of WAPDA (Water and Power Development Authority). Out of 13 hydel power projects of Pakistan. 4 (Terbela, Mangla, Warsak and Chashma) are big while the remainder are small hydel power projects.\nThe detail of the 5 big projects is given below:\n1. TERBELA HYDEL POWER PROJECT:\nTerbela Dam has been constructed blocking water of River Indus at Terbela which is biggest earn filled dam of Asia and the biggest power generating project of Pakistan. This project has been constructed in the Province of Frontiers 32 miles away from Attock. The length of this dam is 9000 ft., Width 8,500 ft while the length of its lake is 500 ft which is located at the back of the Dam. The height of Terbella Dam is 485 ft. The lake of Terbella Dam has the capacity to store 1300,000 Cusbc Ft. water. Fourteen power generating units have been installed on the basis of thIs project with the total capacity of 20,00.000 KW electricity. The work began on this project in 1955 and was completed in 1988. Terbella is a multipurpose project which, in addition to generate power, irrigates the agricultural lands also.\n2. MANGLA HYDEL POWER PROJECT:\nNear Mirpur (Azad Kashmir) (Mangla Multipurpose Dam has been constructed on River Jehlum. The total generating capacity of 10 units attached o the Mangla Project, is 1000 MW. This clam, in addition to generating electricity irrigates 300,000 hectares of agricultural land also. On the left bank of Mangla Dam there are 5 channels and each of which is 1600 ft. long. The electricity produced by Mangal Project has been attached to the Grid System. The length of this dam is 1100 ft and height is 380 ft. while the length of the lake is 40 mile.\n3. WARSAK HYDEL POWER PROJECT:\nUnder this project, at 20 mile North of Peshawar, Warsk Dam has been constructed at Warsak on the River Kabul. This project is provided water by a 717 wido trench like channel. The length of Warsak Dam is 750 ft and height is 239 ft. The length of the lake of the dam is 26 mile while it 1000 ft. deep having the water strong capacity of 20,000 acres ft. Four turbines have been fixed at Warsak Power Station with 40,000 KW electricity each. The total generating capacity of this project, in this manner, is 1, 60,000 KW. The Warsk project, initially, was constructed for power generation but it was converted into multipurpose project due the following reasons:\na. The project provides irrigation water to 100,000 hectares of land through tube wells.\nb. It provides irrigation water to 93,000 hectares of land in Tribal Areas.\nc. This projects also helps in fish keeping.\nWarsak Project provides electricity for both domestic as well as industrial purposes. The economic wellbeing of this area depends on the Warsk Projects. Canadian Government has provided financial assistance in completion of this project.\n4. CHASHMA HYDEL POWER PROJECT:\nChashma Power Project was completed in 2001. This project consists on 8 power stations with a 23 MW generating capacity each. This project is located on the right hand of present Chashma Barrage on river Indus in the district of Mianwali. This reservoir of water is also used to store water leaked out from Terbella Dam.\nApart from these 4 big hydel power projects, some small hydel power projects are also in operation.","domain":"hydraulic_engineering"}
{"url":"https://www.empur.com/en/components/manifoldtechnology/?type=98","date":"2019-08-25T10:26:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-35/segments/1566027323246.35/warc/CC-MAIN-20190825084751-20190825110751-00165.warc.gz","language_score":0.8946344256401062,"token_count":182,"dump":"CC-MAIN-2019-35","global_id":"webtext-fineweb__CC-MAIN-2019-35__0__2108859","lang":"en","text":"EMPUR® control manifold\nEMPUR® control manifolds\nEMPUR® control manifolds are suitable for variable or constant flow temperature control in combination with control set V or K for the hydraulic integration of low-temperature floor heating in existing heating systems.\nThe latest generation of EMPUR® control manifolds is manufactured from 1” brass profile pipe. They are completely pre-assembled on manifold holders with sound insulation inserts and are equipped as standard with a high-efficiency pump, fine control valve, valve body for rule set, thermoseparator, 2 shut-off valves, 2 rinsing, filling and drainage valves as well as a pointer thermometer.\nEMPUR® actuators can be installed directly instead of the blue protection cap on the return flow valves. The feed flow valves underneath are equipped with controllable and adjustable flow rate indicators (0-5 l/min).","domain":"hydraulic_engineering"}
{"url":"https://www.rebeccafilter.com/en/system-components/general-accessories/assembly-block/","date":"2023-10-03T10:31:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511075.63/warc/CC-MAIN-20231003092549-20231003122549-00804.warc.gz","language_score":0.8922285437583923,"token_count":107,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__7259592","lang":"en","text":"Assembly Block 1“\nHigh-quality stable assembly block/bypass line made of brass with integrated shut-off valve bypass valve with handwheel.\nDrinking water softening systems PN 10 with integrated blenders as well as for the industrial, commercial and household sectors.\n- Water temperature max.: 90 ° C\n- Max. operating temperature: 90 ° C\n- Material: Brass\n- Pressure level: PN10\n- Nominal flow diameter: DN 25","domain":"hydraulic_engineering"}
{"url":"http://psadvisory.eu/portfolio-items/2016-5/?portfolioCats=30","date":"2024-03-01T05:33:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474948.91/warc/CC-MAIN-20240301030138-20240301060138-00630.warc.gz","language_score":0.9059898853302002,"token_count":76,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__27808962","lang":"en","text":"Start Year: 2016\nActivity type: Irrigation-Agriculture\nClient: GK Consultants\nP&SA performed a Cost Benefit Analysis and a financial analysis of a planned investment in the area of Mara Valley and Ngono Valley. The project includes the construction of a dam as well as the construction of a pipeline network for the irrigation of the studying are.","domain":"hydraulic_engineering"}
{"url":"https://www.valvesonline.co.uk/gemu-n082-pvc-u-pressure-reducing-valve-dn65-dn100.html","date":"2024-02-24T03:30:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474482.98/warc/CC-MAIN-20240224012912-20240224042912-00529.warc.gz","language_score":0.8339404463768005,"token_count":181,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__11728824","lang":"en","text":"GEMU N082 PVC-U Pressure Reducing Valve ensures that a constant outlet pressure is maintained in process plants utilizing the pressure differential. It is used to reduce the pressure to a specified value, which can be conveniently set using a set screw.\nOutlet pressure can be read off a diaphragm-protected pressure gauge and the spring force adjusted using a set screw as required.\nAvailable with EPDM or PTFE seals, in sizes: DN65, DN80 and DN100.\nPVC-U body with spigot connection.\nWorking media temperature: 10 to 60°C.\nOperating pressure: 0.9 to 6 Bar (DN65-DN80), 0.6 to 4 Bar (DN100).\nCan be used without auxiliary power.\nInlet pressure is reduced to the required outlet pressure, utilizing the pressure differential created.","domain":"hydraulic_engineering"}
{"url":"https://www.egati.co.th/namngiep?lang=en","date":"2021-07-27T08:50:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046153223.30/warc/CC-MAIN-20210727072531-20210727102531-00372.warc.gz","language_score":0.9306737780570984,"token_count":333,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__54667327","lang":"en","text":"Nam Ngiep 1 Power Company Limited (NNP1PC) was set up to develop Nam Ngiep1 hydropower projects in Lao PDR, with KPIC Netherlands B.V. holding 45%, EGATi 30% and LHSE 25% of the stocks.\nNam Ngiep 1 Hydropower Project is located at Ngiep River in Bolikhamxay district in the middle of Lao PDR, 145 kilometers away to the Northeast of the capital city; Vientiane. It has the generating capacity of 287 MW (The generating capacity of the EGATi is of 86.7MW) consisting of the main dam; a roller compacted concrete dam with a capacity of 269 MW generating average of 1,490 million units of electricity to the transmission system 230 kV annually reaching to of Nabong High Voltage Electricity Station before being forwarded to Thailand via a 500 kV electricity transportation system into Udon Thani High Voltage Electricity station 3 to sell electricity to Thailand. The power purchase agreement (PPA) has been made with EGAT and Re-Regulation Dam with installed power generating capacity of 18 MW generating an average of 122 million units annually and is connected to the transmission system 115 kW in length to the Pakxan High Voltage Electricity Station of Electricite du Laos (EDL) contracted by PPA with EDL.\nIn this regard, the secondary dam power plant began commercial electricity supply on 16 March 2019. The main dam power plant began commercial electricity supply on 5 September 2019, the project price is approximately USD 957 million. Investment in the company's equity of $287 million","domain":"hydraulic_engineering"}
{"url":"https://www.c-e-s.com.au/projects/public-areas/road-rehabilitation-and-drainage-upgrade/","date":"2021-10-28T01:29:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323588246.79/warc/CC-MAIN-20211028003812-20211028033812-00482.warc.gz","language_score":0.9591914415359497,"token_count":199,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__145705292","lang":"en","text":"CES Civil were awarded the Jeffrey Street Project which involved a road rehabilitation and a stormwater upgrade in conjunction. The road rehabilitation project was located on Jeffrey Street from Oxley Avenue (Ch 18) to Humpybong Esplanade (Ch 190), Redcliffe. The project scope included the rehabilitation of the subject section of road over a length of 172 metres. The existing pavement also showed signs of defects, the objective of the project was to also renew the pavement and achieve the required level of service. This project also included laying 225m of 1200 mm diameter stormwater pipe along Jeffrey Street to Humpybong Creek. Works also included raising the footpath outside 20 Jeffrey Street to ensure major storm flows are contained in the future on Jeffrey Street clear of private properties and the installation of water quality treatment device at the intersection of Jeffrey Street and Humpybong Esplanade. The main objective of the project was to reduce flooding on private property by increasing the capacity of the underground drainage network.","domain":"hydraulic_engineering"}
{"url":"https://cannoni-conrad.com/en/systems-manual-semiautomatics/conrad-lc30/","date":"2023-03-29T22:28:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296949035.66/warc/CC-MAIN-20230329213541-20230330003541-00714.warc.gz","language_score":0.7291073799133301,"token_count":353,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__156978578","lang":"en","text":"Ideal for hire, fully manual and easy to use, 30 m range, perfect for demolition on construction sites. Placed on a stainless steel stand, the CONRAD LC30 is equipped with a very simple control unit, suitable for inexperienced operators.\nDimensions80 x 120 x 220 cm - Weight260 kg\nInspectable filter with a filtration capacity of 100-150 µm\n|Type of water that can be used|\nindustrial, well (pre-filtered), fire ring, water purification, rainwater harvesting.\n|Water pump included|\nSelf-priming vertical multistage centrifugal electric pump for gravity operation. No inlet water pressure required\n1 ½ \" - Camlock\nelectrical cable with minimum cross-section 5×2.5 mm and 5-pin 3-phase plug 32A\nCONRAD LC30 dust cannons on trolley are used for the construction of the Pedemontana Veneta tunnel - Vicenza - Italy\nEASY AND MANUAL:","domain":"hydraulic_engineering"}
{"url":"http://www.walshgroup.com/portfolio/heavy+civil/hydroplant/holtwood-hydro-electric-expansion-project.html","date":"2016-07-25T10:03:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-30/segments/1469257824226.33/warc/CC-MAIN-20160723071024-00229-ip-10-185-27-174.ec2.internal.warc.gz","language_score":0.8778629899024963,"token_count":80,"dump":"CC-MAIN-2016-30","global_id":"webtext-fineweb__CC-MAIN-2016-30__0__45387201","lang":"en","text":"Holtwood Hydro-Electric Expansion Project\nPPL Generation, LLC\nCompletion Date :\nThe project is located in Holtwood, Pennsylvania along the Lancaster shore adjacent to the existing 102 MW Holtwood hydro-electric station. The project includes development of a 130 MW hydro-electric power-generation plant expansion and shad restoration project at PPL Holtwood LLC's existing hydro-electric plant.","domain":"hydraulic_engineering"}
{"url":"https://personalhandcrafteddisplays.com/blogs/cave-run-lake-ky","date":"2023-09-25T08:53:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233508959.20/warc/CC-MAIN-20230925083430-20230925113430-00235.warc.gz","language_score":0.8034592270851135,"token_count":222,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__315960800","lang":"en","text":"with the following interesting stats carved into it:\nFish: Muskellunge, White bass, Spotted bass, Largemouth bass, Smallmouth bass\nArea: 8,268.8 Acres (12.92 Square Miles)\n148 Feet, half-mile Dam\nConstruction Year Completed: 1965-1973\nSurface Elevation: 730 Feet\nLength: 48 Miles\nBecause the primary purpose of Cave Run Lake is flood control, the water level is drawn down in the fall to winter pool level, allowing spring rains to fill the reservoir instead of flooding the surrounding land.\nThe summer pool water level is 730 feet; winter pool level is reduced to 724 feet.","domain":"hydraulic_engineering"}
{"url":"https://lakecontractinginc.com/portfolio_page/devils-kitchen-dam-auxiliary-spillway-modifications/","date":"2024-04-21T14:19:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817780.88/warc/CC-MAIN-20240421132819-20240421162819-00589.warc.gz","language_score":0.9050066471099854,"token_count":179,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__135825702","lang":"en","text":"Location: Crab Orchard National Wildlife Refuge – Devils Kitchen Lake – USFWS – Marion, Illinois\nUSFWS Devil’s Kitchen Dam Auxiliary Spillway Modifications at the Devil’s Kitchen Lake Dam, located on the Crab Orchard National Wildlife Refuge, Williamson County, Illinois. The project consisted of 4’ wide concrete pavement widening and placement of rip rap of the downstream side or the Auxiliary Spillway and construction of a new four foot tall and 30” wide double radius top concrete parapet which was approx. 500 L.F long, which set on the top of the upper stream part of the spillway. It also followed the curvature of the existing Dam Auxiliary Spillway. Worked also included excavation / removal of the existing three-foot earth berm and placement of upper stream rip rap.","domain":"hydraulic_engineering"}
{"url":"https://www.buildit-store.co.za/product/valve-ball-type-full-bore-20mm","date":"2022-08-12T00:10:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571536.89/warc/CC-MAIN-20220811224716-20220812014716-00541.warc.gz","language_score":0.8464073538780212,"token_count":78,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__7658630","lang":"en","text":"The full bore ball valve is a brass valve with chrome finish, steel handle to control flow of water, with a nominal pressure of 25 Bar. These ball valves are used for water, oil and gas applications.\nFinish:: Chrome Plated\nApplication:: Water, Oil, Gas.\nFeatures & Benefits:: Nominal pressure of 25 Bar.","domain":"hydraulic_engineering"}
{"url":"https://plasticsuppliesdirect.co.uk/polypipe-130mm-ogee-extra-capacity-gutter-black-2-metre.html","date":"2024-04-22T19:04:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818337.62/warc/CC-MAIN-20240422175900-20240422205900-00045.warc.gz","language_score":0.8806950449943542,"token_count":95,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__80060508","lang":"en","text":"Polypipe 130mm Ogee Extra Capacity Gutter - Black, 2 metre\nPolypipe high capacity rainwater systems suit both domestic and commercial applications. They are designed to cope with high volumes of rainwater. The Ogee range is our most popular rainwater system.\nHigh capacity water flow 130mm x 70mm gutter Ogee guttering can be used with both round and square downpipes","domain":"hydraulic_engineering"}
{"url":"http://www.csvvalves.com/The-Classifications-of-Check-Valves-id65188717.html","date":"2023-09-28T17:30:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510427.16/warc/CC-MAIN-20230928162907-20230928192907-00889.warc.gz","language_score":0.9333547353744507,"token_count":672,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__86523487","lang":"en","text":"Views: 280 Author: Site Editor Publish Time: 2020-11-30 Origin: Site\nCheck valve is a kind of valve whose opening and closing member is a circular disc and depends on its own weight and medium pressure to block the backflow of medium. And there are many different kinds of check valves with different functions. In this article, we will introduce the types of check valves.\nThe check valve relies on the force of the medium flow to open and close the valve to prevent the medium from flowing backward. At present, the classification of check valves is mainly divided according to structures. The check valves are mainly divided into lifting check valves, swing check valves, butterfly check valves, pipeline check valves and pressure check valves.\n1. Lifting Check Valve\nThe structure of the lifting check valve is mostly similar to that of the globe valve. The valve flap moves up and down along the center line of the valve body channel. There are two types of lifting check valves including straight type and vertical type. The former can only be installed on horizontal pipelines, while the latter can be installed on vertical pipelines.\n2. Swing Check Valves\nThe flap of the swing check valve rotates around the rotating shaft. Its fluid resistance is generally smaller than that of the lifting check valve, but its sealing is not as good as that of the lifting type. It is suitable for occasions with large diameter and low flow rate. Rotary check valve can be divided into single-lobe rotary type, double-lobe rotary type and multi-lobe rotary type according to the number of valve flaps. The single-lobe swing-open type is suitable for medium-caliber pipelines, the double-lobe swing-type is suitable for large- and medium-caliber pipes, and the multi-lobe swing-type is suitable for large-caliber pipes. Among them, the double-lobed revolving type also has a fast-growing double-lobed type, which has the characteristics of small structure and light weight.\n3. Butterfly Check Valve\nThe structure of butterfly check valve is similar to that of butterfly valve. The valve disc rotates around the pin in the valve seat. The overall structure is simple, the flow resistance is small, and the liquid impact pressure is also small.\n4. Pipeline Check Valve\nThe disc of pipeline check valve slides along the center line of the valve body. This valve is small in size, light in weight, and good in processability, but the fluid resistance coefficient is slightly larger than that of the swing check valve.\n5. Compact Check Valve\nThe compact check valve is used as a boiler feed water and steam shutoff valve. It has the integrated function of a lift check valve and a stop valve or an angle valve.\nAccording to material, check valves are divided into five categories, including cast iron check valves, brass check valves, stainless steel check valves, carbon steel check valves and forged steel check valves.\nAccording to the function, check valve is divided into five categories, including DRVZ silent check valve, DRVG silent check valve, NRVR silent check valve, SFCV rubber flap check valve and DDCV double flap check valve.\nHopefully, this passage can help you learn more about check valve.","domain":"hydraulic_engineering"}
{"url":"https://inspiredsurgicalsupplies.com/shop/tumescent-pressure-infusor/","date":"2023-03-31T02:15:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296949533.16/warc/CC-MAIN-20230331020535-20230331050535-00714.warc.gz","language_score":0.837333083152771,"token_count":96,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__24295513","lang":"en","text":"C-Fusor® Pressure Infusor’s crystal-clear material allows for maximum visibility of fluid levels. It is uniquely designed for rapid fluid set-up and replacement.\nAccurate and easy to read pressure gauge\nDurable and easy to clean\nLarge squeeze bulb for rapid and reliable pressure control\nAllows for even pressure around the fluid container\nThree way stopcock prevents air leaks","domain":"hydraulic_engineering"}
{"url":"https://boilers.trevil.com/electronic-level-control/?lang=en","date":"2019-12-15T12:25:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575541308149.76/warc/CC-MAIN-20191215122056-20191215150056-00339.warc.gz","language_score":0.9386065602302551,"token_count":81,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__67327745","lang":"en","text":"Electronic level control\nThe water level in the boiler is electronically controlled and refilled by an electric pump. Check valves prevent water backflow into the supply line and boiler flooding during hours of inactivity.\nThe level control circuit has been designed so as to prevent phenomena of galvanic corrosion.\nThe level control circuit has built-in protections against generator malfunction, for example dry running and excess pressure.","domain":"hydraulic_engineering"}
{"url":"https://www.aqua-man.com/p/cleaner-booster-pump-3-4-hp/1555/","date":"2020-10-27T04:11:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107893011.54/warc/CC-MAIN-20201027023251-20201027053251-00509.warc.gz","language_score":0.7335911393165588,"token_count":182,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__194647649","lang":"en","text":"Letro (PENTAIR) LA01N\nCleaner Booster Pump 3/4 HP\nReg. Price: $453.83\n- HP .75\n- Flow Rate: 12 gpm\n- Port Size: 3/4 Inch x 3/4 Inch NPT\n- Voltage Rating: 115/230 V\nSpare Part for:\nLetro (PENTAIR) LA01N Cleaner Booster Pump 3/4 HP Description\nThis pressure side cleaner pump combines ultimate performance with maximum efficiency. The power provided by this booster pump is more than enough to run almost any pressure side pool cleaner.\nBooster Pump Features:\n- Pump is made from durable, corrosion proof materials.\n- Hose and adapters are included.\nBooster Pump Specifications:\n|3/4||115/230||6.5||50 PSI @ 12 GPM|","domain":"hydraulic_engineering"}
{"url":"http://floridapumpservice.com/speck-es90-iii-15-hp-in-ground-pool-pump","date":"2018-09-22T08:53:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267158279.11/warc/CC-MAIN-20180922084059-20180922104459-00091.warc.gz","language_score":0.9211548566818237,"token_count":82,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__68770607","lang":"en","text":"Speck ES90-III, 1.5 HP, In Ground Pool Pump\nThe Speck Model ES90 medium head pump has been engineered for durability and quiet performance. The all-around, self-priming pump with large basket is ideally suited for all small to medium in-ground pools. The Model ES90 is\ndesigned using 100% recyclable “environment friendly” plastics.","domain":"hydraulic_engineering"}
{"url":"https://www.wisconsinwx.com/warning?id=448366","date":"2021-02-27T03:30:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178358064.34/warc/CC-MAIN-20210227024823-20210227054823-00175.warc.gz","language_score":0.9165291786193848,"token_count":287,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__61508401","lang":"en","text":"The Flood Warning remains in effect\n...The Flood Warning continues for the following rivers in\nMenominee River near Pembine affecting Menominee and Marinette\n.The Menominee River near Pembine continues to fluctuate slightly\nabove flood stage due to ice build-up downstream of the Pemene\nFalls. Minor flooding of lowland areas has already been reported\nnear the river. Some improvement is expected by the middle or latter\npart of this week as temperatures moderate.\nThe Flood Warning continues for\nthe Menominee River near Pembine.\n* Until further notice.\n* At 6:00 PM CST Monday the stage was 15.4 feet.\n* Flood stage is 15.0 feet.\n* Minor flooding is occurring.\n* Recent Activity...The maximum river stage in the 24 hours ending\nat 6:00 PM CST Monday was 15.5 feet.\n* Forecast...No forecast is available for this location.\n* Impact...At 15.0 feet, There is a minor ice jam downstream of the\nPemene Falls during the winter season.\n|Issued: ||2/22/2021 - 6:53 PM CST\n|Expires: ||2/23/2021 - 11:00 AM CST\n|Counties: ||Marinette, WI, Menominee, MI","domain":"hydraulic_engineering"}
{"url":"https://takeahikeshop.com/collections/all-products/products/planet-bike-shockmate-30-hghlow-pressure-suspension-pump","date":"2023-02-07T10:52:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500456.61/warc/CC-MAIN-20230207102930-20230207132930-00838.warc.gz","language_score":0.7895098924636841,"token_count":149,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__108249218","lang":"en","text":"Planet Bike Shockmate 3.0 Suspension Pump\nPlanet Bike Shockmate suspension pump is a Hi/Low pressure shock pump that can be rated to 400psi.\n- Hi/Low Pressure Suspension Pump rated to 400 PSI\n- Compact, rugged design is ideal for backcountry adventures\n- 8\" swivel hose and pump head for easy attachment\n- Alloy construction creates smooth pumping action\n- Easy-Read industrial class gauge\n- Bleeder Valve for fine-tuning pressure\n- 10\" shaft with T-handle\n- Gauge: Analog\n- Shaft: 10\" (260mm)\n- Hose: 9.76\"\n- Weight: 149g","domain":"hydraulic_engineering"}
{"url":"http://griffithsengineers.com.au/portfolio-items/fife-yennora/","date":"2022-08-11T14:08:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571472.69/warc/CC-MAIN-20220811133823-20220811163823-00243.warc.gz","language_score":0.9444149136543274,"token_count":271,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__128492264","lang":"en","text":"Prime Constructions have delivered the overall logistics centre which includes Buildings 1, 1A and 1B. The project was challenged by softer ground conditions on the site which required bored piers on which steel portal frames we reerected. Precast concrete dado panels were then installed after which metal roofing and wall cladding was installed. Once the envelope of the building was closed, the internal fibre concrete slabs were poured. The main offices are constructed using a tilt up construction method. As the capacity of the existing stormwater drainage system is limited, a 3,000,000-litre on-site stormwater detention (OSD) system has been incorporated in the design to reduce the impact on the adjacent creek. The OSD tank has been constructed to manage the stormwater for all three warehouses totalling a little over 60,000m2.The tank has a storage capacity of 3.5m litres and feeds into two Gross Pollutant Traps (GPT) which ensure the water is cleaned before being discharged into the adjacent council stormwater channel.\n- Large on-site stormwater detention tanks\n- Design of 4 Buildings\nYennora, NSW, Australia","domain":"hydraulic_engineering"}
{"url":"https://ashevilledowntown.org/carter-anne-patton-stormwater-project-caps/","date":"2023-09-24T16:17:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506658.2/warc/CC-MAIN-20230924155422-20230924185422-00161.warc.gz","language_score":0.9353671073913574,"token_count":253,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__8606210","lang":"en","text":"The City of Asheville is undergoing a project to improve stormwater drainage in the Carter, Anne and Patton area of Downtown Asheville. Moderate to heavy rain storms create localized flooding near this area.\nA new stormwater drainage system will be installed within the public right-of-way that extends the existing stormwater system on Carter Street down to Patton Avenue, along the Patton Avenue right-of-way from South French Broad Avenue going west to Ann Street and running down Ann Street to tie into an existing public drainage system near Pearl Street. Additional drainage structures along Carter Street and S. Ann Street will help alleviate existing drainage problems in the area. Within the public right-of-way, drainage structures will also be added along Patton Avenue to Clingman Avenue to minimize ponding in the street impacting pedestrians on the sidewalks as vehicles travel by.\nPedestrian safety improvements will be made to the intersection of Patton Avenue and Clingman Avenue in coordination with NCDOT. Additional ADA accessibility improvements will be made to the sidewalks along Patton Avenue. This project improves stormwater conveyance and flooding as well as pedestrian and vehicular safety for the Patton Avenue corridor.\nThe design for the project has been completed and the City is currently developing a contract to begin the project.","domain":"hydraulic_engineering"}
{"url":"https://www.hydro.com.au/about-us/news?page=56","date":"2017-02-22T04:41:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-09/segments/1487501170884.63/warc/CC-MAIN-20170219104610-00651-ip-10-171-10-108.ec2.internal.warc.gz","language_score":0.9494792222976685,"token_count":73,"dump":"CC-MAIN-2017-09","global_id":"webtext-fineweb__CC-MAIN-2017-09__0__34325663","lang":"en","text":"9 July 2004\nTrevallyn tunnel works completed\nHydro Tasmania has completed major maintenance and upgrade works of the headrace tunnel which carries water from Lake Trevallyn to the Trevallyn Power Station.\n6 July 2004\nHydro Tasmania records new generation peak\nLast night's cold snap produced a new peak in Tasmania's electricity generation.","domain":"hydraulic_engineering"}
{"url":"https://www.instituteofwater.org.uk/2019/02/page/2/","date":"2020-10-27T23:20:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107894890.32/warc/CC-MAIN-20201027225224-20201028015224-00662.warc.gz","language_score":0.930385410785675,"token_count":71,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__210919397","lang":"en","text":"Month: February 2019\nFebruary 5, 2019\n£4 Million Investment at Caugh Hill Water Treatment Works Complete!\nNI Water is pleased to announce the completion of a £4 Million investment at Caugh Hill Water Treatment Works outside Dungiven. The improvement work involved the construction of a new sludge press, which is an essential element of the water","domain":"hydraulic_engineering"}
{"url":"https://apscience.org/comadem/index.php/comadem/article/view/305","date":"2022-08-20T03:32:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882573876.92/warc/CC-MAIN-20220820012448-20220820042448-00500.warc.gz","language_score":0.9470763802528381,"token_count":245,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__79167650","lang":"en","text":"Numerical modelling of Flow characteristics over sharp crested triangular and W-shaped weirs for establishing downstream scour behavior\nWeirs are flow control devices that are often used in waterways. As the weirs by nature change the flow patterns in the water ways, significant changes in the flow structure in the vicinity of the weir structure can be easily seen. These significant changes in the flow patterns create significant changes in the surrounding flow geometries. Scour in the downstream of the weir is fairly well-known side effect in the channels. The objective of this study is to evaluate the flow characteristics of a triangular sharp crested weir and its comparison with W-shaped sharp crested weir using CFD (Computational Fluid Dynamics) with Ansys Fluent as the main tool. Important flow characteristics, before and after two weir shapes have been evaluated and their potential to cause scour in the downstream evaluated with a view establish relationship between weir shape and the likely scour area has been investigated. It has been found that weir shape has significant influence on scour behaviour and this study may be used a reference for future evaluation of scour potential of weirs of different shapes.","domain":"hydraulic_engineering"}
{"url":"http://www.georgeleslie.co.uk/page/case_gen_civil_engineering.aspx","date":"2013-05-26T08:05:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368706637439/warc/CC-MAIN-20130516121717-00047-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9418299198150635,"token_count":172,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__60779910","lang":"en","text":"The works were designed to mitigate flooding to the residential area at Collier Street and the factory units at Rankine Street adjacent to the Black Cart River in Johnstone.\nDrainage outfalls were picked up by gravity sewers and conveyed to pumping stations built behind new protective bunds and walls.\nDuring storm conditions excessive flows will be held in storage tanks before being pumped into the river.\nThe main elements of the contract were as follows:\n- Realignment and widening of existing river course over 300 metres.\n- Excavation of 14,000m3 material\n- 8000 m3 of new bund.\n- Installation of 2 “package type” pumping stations and associated pipework.\n- Construction of 1200 m3 bastion and gabion walling.\n|Duration of works:||June 2001 – March 2002|","domain":"hydraulic_engineering"}
{"url":"http://bronxville.dailyvoice.com/politics/bronxville-flood-mitigation-project-begins-in-january/472440/","date":"2018-06-25T17:35:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267868237.89/warc/CC-MAIN-20180625170045-20180625190045-00310.warc.gz","language_score":0.9320557713508606,"token_count":490,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__58829491","lang":"en","text":"BRONXVILLE, N.Y. – Construction related to improvements of storm-water drainage systems, is expected to begin in January 2015 with a completion date of August to early September 2015.\nThe project -- part of the Federal Emergency Management Agence flood mitigation grant project awarded to Bronxville in 2012 -- will benefit the Bronxville School campus, and will also aid neighbors on Meadow, Willow and Midland Avenue, and even in Bolton Gardens.\nBased on a cost-benefit analysis, factoring in the storm events of 2007 and 2011 in which the school alone had losses upwards of $28 million, FEMA determined the project to be cost effective at a dollar value of nearly $6.9 million. The village entered into a funding agreement with FEMA where FEMA would cover 75 percent of the cost with the village and school district evenly splitting the remaining 25 percent.\nThe following upgrades are part of the project:\n- A new flow diversion structure will be installed in the alignment of each of the two existing primary water conveyance trunk lines to divert excess runoff\n- A new storm-water pump station will be constructed in the parking lot on the school campus to deliver the excess runoff diverted from the existing trunk lines to the Bronx River\n- Five diesel-powered pumping units will be installed with a pumping capacity of 100,000 gallons per minute\n- A below-grade concrete wet well will be built to receive the pump suction lines and to provide temporary runoff storage during pumping\n- Construction of an architectural wall enclosure around the pumping units for aesthetics and noise attenuation\n- A new below-grade storage piping network will be constructed below the existing natural turf field (Hayes Field) on the school campus.\n- A new conveyance system pipe will be installed from the pump station location to Scout Field directing the excess runoff to the Bronx River via Laurel Brook. The new force main will cross Midland Avenue extending across library and village hall property to the area near the intersection of Palumbo Place and Gramatan Avenue. A new stabilized drainage channel will also be constructed on Scout Field to direct excess runoff from the force main pipe.\nSpecifically, the pump station will capture and deliver excess storm-water runoff to the Bronx River before flooding occurs under most storm event conditions because it will utilize a dedicated force main pipe so that storm water can reach the Bronx River.\nClick here to sign up for Daily Voice's free daily emails and news alerts.","domain":"hydraulic_engineering"}
{"url":"https://www.eurasiareview.com/05082015-sri-lankas-construction-of-broad-lands-hydro-power-plant-significant-milestone/","date":"2024-04-13T08:09:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816586.79/warc/CC-MAIN-20240413051941-20240413081941-00733.warc.gz","language_score":0.949607253074646,"token_count":283,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__67462794","lang":"en","text":"The Broadlands Hydro power plant is a significant milestone in the generation of renewable Energy in Sri Lanka, according to the government.\nThe hydro power plant to be constructed at Kithulgala, about 90 km north-east of Colombo, will add 35 megawatt to the national grid. Once the project is completed it expects to generate 137 GWh of electrical energy annually.\nThe project which is a run-of-river type project planned to be built on the Kelani River is the last of the series of hydro power plants of Laxapana and it has been stalled for 25 years due to environmental concerns.\nThe 24-meter high and 114-meter long dam will be constructed across the Kelani River in Kithulgala in the Nuwara Eliya District and the power plant will be established in Yatiyanthota in Kegalle district. The tunnel of the complex will be 3.5 kilometers long and 5.4 meters in diameter.\nThe required funding to commence construction work of the project has been obtained from the Industrial and Commercial Bank of China (ICBC) and the required insurance coverage for the said loan has been taken from the China Export and Credit Insurance Corporation.\nAccordingly, the Cabinet of the Ministers has approved the proposal made by the Minister of Power and Energy to accept the above Insurance Corporation as a combined lender of the loan.","domain":"hydraulic_engineering"}
{"url":"http://silverlake-wol.com/","date":"2015-05-28T15:51:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-22/segments/1432207929422.8/warc/CC-MAIN-20150521113209-00294-ip-10-180-206-219.ec2.internal.warc.gz","language_score":0.9243893623352051,"token_count":137,"dump":"CC-MAIN-2015-22","global_id":"webtext-fineweb__CC-MAIN-2015-22__0__6643524","lang":"en","text":"Description of Project\nRemoval of the Silver Lake and Ivanhoe Reservoirs from potable water supply service and construction of two underground reservoirs and a large-diameter pipeline located at Headworks property, replacing the operational function of Silver Lake and Ivanhoe. The replacement storage will be below grade and consists of two water storage facilities, the Headworks East Reservoir and the Headworks West Reservoir. In order to take advantage of the renewable energy source developed by the flowing water, a four-megawatt hydroelectric plant will be built on site to generate power. After the completion of these projects the ecosystem will be developed to establish environmental habitats and recreational facilities for community use.","domain":"hydraulic_engineering"}
{"url":"https://www.stromab.com/en/product/clamping-machines-for-gluing/sthd-en","date":"2024-02-26T06:59:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474653.81/warc/CC-MAIN-20240226062606-20240226092606-00662.warc.gz","language_score":0.8765779733657837,"token_count":146,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__130704557","lang":"en","text":"STH/Dproducts / Clamping machines for gluing\nThe machine frame consists of a wheel-mounted steel structure, 2 wheels of which are steerable. The clamping machine is equipped with manual hydraulic cylinders (max. thrust 1500 kg) with rapid pressure on-off control. The hydraulic cylinders are also equipped with an adjustable by-pass valve to prevent the rated pressure being exceeded.\nSTANDARD EQUIPMENT: Single-sided with 8 sliding vertical beams and 2 manual front pressure bars, Actual working dimensions 2500x1800 mm.\nOPTIONAL EQUIPMENT: Additional vertical beams with pneumatic cylinder, Additional front pressure bars, Working lengths greater than 2500 mm, Working heights greater than 1800 mm.","domain":"hydraulic_engineering"}
{"url":"http://www.icpdr.org/main/publications/flood-safety-projects-along-tisza-river-hungary","date":"2023-06-04T01:34:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224649348.41/warc/CC-MAIN-20230603233121-20230604023121-00755.warc.gz","language_score":0.9277396202087402,"token_count":426,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__278759099","lang":"en","text":"Flood Safety Projects along the Tisza river in Hungary\nFlood Safety Projects along the\nTisza river in Hungary\nBetween 1998 and 2001, four extraordinary floods occurred in the Tisza River Basin. Considering the magnitude of the endangered areas, the populations threatened, and the goods damaged, these floods broke every record in the upper and middle Tisza areas. Evaluation of the repeat floods made it clear that the method of heightening and strengthening dams to protect the country against floods should be reconsidered.\nThe ‘Improvement of the Vasarhelyi Plan’ (IVP) project has been developed, aiming to provide flood safety by storing excess water in reservoirs. The overall objective of the programme is to increase the discharge capacity of the flood bed together with the ecological revitalisation of the floodplain.\nPreparatory studies have looked at ways to facilitate an increase in the discharge capacity of the flood bed through alteration of land use, and have identified around 30 sites which might be able to store excess water as reservoirs. Between 10 and 12 sites have been selected which have the total storage capacity of around 1,500 million cubic metres. According to preliminary calculations, this capacity is enough to decrease the peak levels of extreme floods by one metre all along the Hungarian section of the Tisza.\nPrompted by the results of these extensive preparatory studies, the Hungarian government adopted a decision on the first stage of the IVP in 2003. During this first stage of the plan, six reservoirs (Cigand-Tiszakarád, Szamos-Kraszna-közi, Nagykunsági, Hanyi-Tiszsülyi, Tiszaroffi reservoirs and part of the Nagykunsági reservoir) will be built. In addition, the discharge capacity of the flood bed will be improved.\nThe IVP also aims to establish new landscape management in the territory of the reservoirs as well as regional, rural, and infrastructure development – which will result in a healthier Tisza River Basin.","domain":"hydraulic_engineering"}
{"url":"https://amirdaczel.com/pt-dehumidifier-built-pump-apellw-home-depot-dehumidifiers-pumps/","date":"2021-06-24T03:37:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623488550571.96/warc/CC-MAIN-20210624015641-20210624045641-00493.warc.gz","language_score":0.714823842048645,"token_count":239,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__18521411","lang":"en","text":"Pt Dehumidifier Built Pump Apellw Home Depot Dehumidifiers Pumps\nPt dehumidifier built pump apellw home depot dehumidifiers pumps. Pure dry whisper pint dehumidifier dehumidifiers built pumps. Dehumidifier buying guide dehumidifiers built pumps. Energy star pt 2 speed dehumidifier basements built pump kp1sdle dehumidifiers pumps. Dehumidifier pump choose dehumidifiers built pumps. Sq ft energy star dehumidifier pump large capacity compressor includes programmable humidity hose connector auto shutoff restart washable filter kitchen dehumidifiers built pumps. 9 dehumidifiers strategist york magazine built pumps. 7 dehumidifiers basement powerful pint units built pumps.\nPt dehumidifier built pump apellw home depot dehumidifiers pumps – thoughtfully grouped and subsequently released at October 21, 2020, 10:24 am, This pt dehumidifier built pump apellw home depot dehumidifiers pumps above is one of the images in dehumidifiers with built in pumps along with other home improvement photograph.","domain":"hydraulic_engineering"}
{"url":"http://testequipment.vn/zh_TW/huaxinhx671c-hx671c-bian-xi-shi-ye-ya-yuan-testequipment-3859/pr.html","date":"2022-08-18T12:55:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882573197.34/warc/CC-MAIN-20220818124424-20220818154424-00654.warc.gz","language_score":0.7763806581497192,"token_count":298,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__177820890","lang":"en","text":"HX671C Hydraulic Comparator consists of hand pump, lead screw, relieve valve, F–adjust valve, oil tank and output interface. It has stable compression and easy operation. It can extensively be used in the fieldwork. It provides pressure for calibrating pressure gauges.\nHX671C provides pressure for calibrating pressure gauges, such as pressure (different pressure) transducers, precision pressure gauges, general pressure gauges and other pressure gauges. It can be widely used in power, chemical, petrol, metallurgy, metering, military industry, etc.\n◆ Easy operation, saving labor.\n◆ Fast connection, quick pressurizing\n◆ Increasing pressure easily, convenient maintenance.\n◆ The appearance is simple & beautiful.\n◆ Pressure Range: (0~700) bar\n◆ Stability: 0.05%F.S\n◆ Working Medium: 25# Transformer oil\n◆ Output Interface: M20*1.5 Female\n◆ Dimension (L×W×H): 210mm×210mm×140mm\n◆ Weight: 2.6kg","domain":"hydraulic_engineering"}
{"url":"https://myupsc.com/diamer-bhasha-dam/","date":"2023-12-08T05:21:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100724.48/warc/CC-MAIN-20231208045320-20231208075320-00085.warc.gz","language_score":0.9126085042953491,"token_count":303,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__163802548","lang":"en","text":"The Diamer-Bhasha Dam is located on the Indus River in northern Pakistan between Kohistan district in Khyber Pakhtunkhwa and Diamer district in Gilgit Baltistan.\nThe dam will have a gross storage capacity of 8.1 Million Acre Feet (MAF) and power generation capacity of 4500 MW.\nWith the height of 272 meters, it will be the tallest Roller Compact Concrete (RCC) dam in the world, would be completed in 2028.\nRecently, Pakistan signed a contract with a joint venture of a China Power (Chinese state-run firm) and the Frontier Works Organization (FWO-a commercial arm of Pakistan’s military) for the construction of the Diamer-Bhasha dam.\nThe contract covers construction of a diversion system, main dam, Access Bridge and the 21MW Tangir hydropower project.\nThe objectives of the project are\nFulfil the increasing water and electricity requirements of the country.\nServe as the main storage dam of the country, besides Mangla and Tarbela dams.\nHelp alleviate acute irrigation shortage in the Indus basin irrigation system.\nReduce intensity, quantum and duration of floods and reduce magnitude and frequency of floods in the River Indus downstream.\nIndia has opposed the move on the grounds that Gilgit-Baltistan region is part of the erstwhile state of Jammu and Kashmir that was illegally occupied by Pakistan.","domain":"hydraulic_engineering"}
{"url":"https://wte.de/WTE/Aktuell/WTE-erhalt-Zuschlag-in-Bahrain.aspx?lang=en-US","date":"2022-09-25T13:45:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030334579.46/warc/CC-MAIN-20220925132046-20220925162046-00177.warc.gz","language_score":0.9546263813972473,"token_count":102,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__71984265","lang":"en","text":"It is expected that the contract will be signed in the next few months. The capacity of the existing plant will be doubled from 200,000 m³/d to 400,000 m³/d as part of a prime contractor order. The contract covers the construction of a sludge drying- and incineration plant with an output of around 15 MW. The construction period for the entire project is expected to take 36 months. Following which, WTE will take over the operational management for ten years.","domain":"hydraulic_engineering"}
{"url":"http://spaeman.com/4b8m2x/en/product/95.html","date":"2020-10-20T17:38:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107874026.22/warc/CC-MAIN-20201020162922-20201020192922-00553.warc.gz","language_score":0.8065891265869141,"token_count":371,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__85700924","lang":"en","text":"High Pressure Flow Automatic Control Instrument\nI. Product overview\nModel JDK-11-J high-pressure flow automatic control instrument is a high-tech mechatronics product developed by our company, which integrates flowmeter, control valve, controller and intelligent wireless communication interface.The utility model has the advantages of compact structure, simple operation, intuitive display, high control accuracy, corrosion resistance, high temperature resistance, scale prevention, manual flow control and automatic flow control, etc. It can input the setting value according to the control requirement, and automatically complete the stable flow rate mixing injection, especially suitable for oilfield water mixing, quantitative water injection and quantitative control devices of various liquids. The quantitative control devices have various communication interfaces:RS485 communication, GPRS communication and wireless communication, the product network design concept, can make the product remote monitoring. The application of digital operation and communication system realizes the complete digitalization of communication control process.\nAppearance Schematics of High Pressure Flow Automatic Control Instrument\nExplosion Diagram of High Pressure Flow Automatic Control Instrument\nII. Product characteristics\n1. Adopt high-performance embedded processor and closed-loop control technology to ensure flow control accuracy;\n2. That control valve adopt an angle stroke control valve, which has the advantages of compact structure, light weight, stable regulation and high reliability;\n3. Chinese liquid crystal display interface, human-computer interaction is more intuitive and convenient;\n4. Automatic fault detection function, with indication device such as operation and fault;\n5. It can withstand high pressure liquid of 1.0 ~ 45MPa, and various caliber can be selected to ensure the flow control range;\n6. It has the function of water injection pressure control. When the water injection pressure exceeds the set threshold, the control valve stops to open.\nIII. Design Selection","domain":"hydraulic_engineering"}
{"url":"https://www.peoplesreview.com.np/2019/05/15/20-percent-works-on-arun-iii-completes/","date":"2019-08-19T04:25:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-35/segments/1566027314641.41/warc/CC-MAIN-20190819032136-20190819054136-00509.warc.gz","language_score":0.9593596458435059,"token_count":320,"dump":"CC-MAIN-2019-35","global_id":"webtext-fineweb__CC-MAIN-2019-35__0__153217237","lang":"en","text":"By Our Reporter\nAbout twenty per cent of the Aurn III Project work has been completed following the completion of a year of the project’s inauguration.\nPrime Minister KP Sharma Oli and Indian Prime Minister Narendra Modi had jointly inaugurated the construction of project, last year on May 13th by pressing a switch from Kathmandu.\nLately, the project construction has been going on full swing. As a result, twenty per cent of work has already been completed, informed Satluj Hydro Power Corporation, the Indian company that had won the contract to build the project.\nThe Arun III, a 900MW project, is expected to complete within five years with an estimated budget of Rs. 120 billion.\nOn the basis of construction being done in 12 different places, twenty per cent of work has already been completed, asserted Arun III Construction Company. Jaya Prakash Associates has taken over the construction work in Phyaksida construction site in dam side while Patel Engineering Company has taken over the construction in power house construction site, Diding.\nThe construction of supporting tunnel of 504 metres has been completed in Phyaksida confluence, Makalu Rural Municipality, while the construction of the main tunnel is underway, notified the Arun III Project office.\nSatluj Company stated that the construction of up to 380 metres of the main tunnel was complete. Excavation works at 8 different places are being carried out for the construction of 11km long tunnel. Construction of tunnel up to 197 metres has completed in those places, told the company.","domain":"hydraulic_engineering"}
{"url":"https://cheapercarparts.co.uk/product/wpc100a-submersible-water-pump-automatic-100ltrmin-230v-2/","date":"2018-04-22T00:37:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-17/segments/1524125945484.57/warc/CC-MAIN-20180422002521-20180422022521-00256.warc.gz","language_score":0.7772449851036072,"token_count":109,"dump":"CC-MAIN-2018-17","global_id":"webtext-fineweb__CC-MAIN-2018-17__0__127995662","lang":"en","text":"WPC100A Submersible Water Pump Automatic 100ltr/min 230V\nManufactured from corrosion resistant materials with stainless steel motor case and Noryl base cover. Max. output: 100ltr(22gal)/min, Max. head: 7mtr. Minimum water depth: 8mm. Designed for clean water, will accept small particles up to 5mm. Automatic low water cut-out. Suitable for the effective drainage of cellars, sinks, cisterns, baths and the general transfer of water.","domain":"hydraulic_engineering"}
{"url":"https://erinwastewater.ca/twin-forcemain/","date":"2023-12-07T19:07:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100686.78/warc/CC-MAIN-20231207185656-20231207215656-00682.warc.gz","language_score":0.8634971380233765,"token_count":128,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__5682933","lang":"en","text":"Description of Work\nTwin forcemains extending from the Sewage Pumping Station in Lions’ Club Park to the Erin Water Resource Recovery Facility will be installed along Water Street, Main Street (Wellington Road 124) and Wellington Road 52. Installation of the linear infrastructure will be completed via open-cut trench method along Wellington Road 52 until the creek crossing south of Wellington Road 124. The section between the Sewage Pumping Station and the creek crossing will be installed by trenchless methods. Micro-tunneling will be the method used for the trenchless pipe installation.\n- Project Manager – Khalid Rahman, P.Eng.","domain":"hydraulic_engineering"}
{"url":"http://reliabledecor.tradeindia.com/pool-pumps-2191590.html","date":"2017-10-21T17:28:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-43/segments/1508187824824.76/warc/CC-MAIN-20171021171712-20171021191712-00334.warc.gz","language_score":0.797731339931488,"token_count":77,"dump":"CC-MAIN-2017-43","global_id":"webtext-fineweb__CC-MAIN-2017-43__0__223674744","lang":"en","text":"|Home||» Products||» pool pumps||» pool pumps|\nProduct Code : 01\nBrand Name : reliable decor\n\"SB\" series heavy duty pump delivers high flow and energy efficiency ultra performance. It is suitable for commercial swimming pool. 2 inch suction and discharge port with transparent lid. Ring lock seal design to eliminate suction leaks and to maximize suction efficiency.","domain":"hydraulic_engineering"}
{"url":"https://houston.culturemap.com/news/city-life/01-27-22-houston-construction-new-buffalo-speedway-bridge-project-brays-bayou/","date":"2022-06-28T20:48:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103617931.31/warc/CC-MAIN-20220628203615-20220628233615-00392.warc.gz","language_score":0.9564241766929626,"token_count":149,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__180897373","lang":"en","text":"A new bridge over Brays Bayou has opened as part of a huge project in hopes of reducing the flood risk in southwest Houston.\nThe bridge runs between the 7800 and 7900 blocks of Buffalo Speedway near North Braeswood. The $9.6 million project included the demolishment of the previous bridge and the construction of a higher, longer, and wider bridge.\nThis project and its accompanying channel improvements will increase the channel's capacity, which will allow for more floodwaters to flow throughout Brays Bayou.\nThe replacement is part of the $480 million 'Project Brays' which involved widening 21 miles of the bayou and modifying 32 bridges to reduce the flood risk of more than 15,000 structures.","domain":"hydraulic_engineering"}
{"url":"http://www.nitecllc.com/lynx-capabilities/Capillary_Pressure_Modeling.htm","date":"2022-09-29T10:19:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335350.36/warc/CC-MAIN-20220929100506-20220929130506-00109.warc.gz","language_score":0.8482596278190613,"token_count":117,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__18473485","lang":"en","text":"Capillary Pressure Modeling: LYNX creates capillary pressure models based on lithology, porosity, stratigraphy, free water level, and wettability to match log computed water saturations. Upon establishment of the representative capillary pressure model(s), the saturation function endpoints are populated for each simulation layer. Using a capillary pressure model that is consistent with log data provides integrity and ensures consistency of the initial fluid distribution in the simulation model.\nCapillary Pressure Modeling - Well Log\nCapillary Pressure Modeling - Water Saturation Distribution","domain":"hydraulic_engineering"}
{"url":"https://antip-tools.de/en/products/ruckschlagventil-1-2-ig-ig-kunststoffscheibe-edelstahlfeder-pn-25","date":"2024-04-17T05:17:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817144.49/warc/CC-MAIN-20240417044411-20240417074411-00886.warc.gz","language_score":0.8880710005760193,"token_count":296,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__179415781","lang":"en","text":"Check valve 1/2\" IT/IG, plastic disc, stainless steel spring, PN 25\nCouldn't load pickup availability\n- Reliable check valve: This 1/2\" female/female check valve is equipped with a plastic disc and a stainless steel spring, ideal for reliable applications.\n- High pressure resistance: With a nominal pressure resistance of PN 25 bar, it is suitable for high pressure applications.\n- Wide temperature range: The valve works efficiently in a temperature range of -10°C to 90°C, allowing for flexible use.\n- Large Flow: It is specifically designed for high flow applications to ensure efficient fluid flow.\n- Versatile Applications: Its design and specifications make the valve suitable for a variety of industrial and commercial applications.\nThe 1/2\" IT/IG check valve with plastic disc and stainless steel spring is designed for a pressure range of up to PN 25 bar and a temperature range of -10°C to 90°C. Its design allows a large flow, making it ideal for a wide range of applications , where efficient and reliable fluid flow is required. This valve is ideal for industrial and commercial systems that require high flow rate and pressure resistance.This product is manufactured in the European Union.\nMaterial: brass/stainless steel/plastic\nSize: 1/2\" female/female\nCheck valve - 1 piece","domain":"hydraulic_engineering"}
{"url":"https://georgiainfo.galileo.usg.edu/topics/geography/article/georgia-rivers/altamaha-river","date":"2020-03-31T17:33:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370502513.35/warc/CC-MAIN-20200331150854-20200331180854-00485.warc.gz","language_score":0.8137032985687256,"token_count":203,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__31408118","lang":"en","text":"The Altamaha River orginates at the confluence of the Ocmulgee River and Oconee River, at the three way county boundary between Montgomery, Jeff Davis, and Wheeler Counties. The Altamaha then flows eastward, and a little southward, for 137 miles to empty into the Atlantic Ocean near Darien, Georgia. Its largest tributary is the Ohoopee River, which joins the Altamaha on the southern border of Tattnall County. The Altamaha River watershed forms the largest freshwater river system east of the Mississippi River. The Altamaha River is Georgia’s largest (though not longest) river.\nAltamaha River Partnership Altamaha River Odyssey Altamaha Riverkeeper Altamaha River (New Georgia Encyclopedia) Altamaha River (Georgia River Network) Altamaha River LMER (Land Margin Ecosystem Research) Project (University of Georgia) Altamaha River Bioreserve (SherpaGuide)","domain":"hydraulic_engineering"}
{"url":"https://www.transmartinc.com/jane-addams-memorial-tollway-i-90-r-1","date":"2024-02-27T00:42:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474669.36/warc/CC-MAIN-20240226225941-20240227015941-00677.warc.gz","language_score":0.8444157242774963,"token_count":212,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__149807959","lang":"en","text":"Jane Addams Memorial Tollway (I-90) Reconstruct and Add Lane\nAs part of this I-90 reconstruction and expansion project team, TranSmart provided civil engineering drainage design services for an eight-mile section (Anthony Road to Harmony Creek). The concept and final drainage designs included: hydrologic and hydraulic modeling; sizing and design of storm sewer and culverts, detention basins, linear stormwater storage elements, and outlet controls; final stormwater management report; obtained the necessary construction permits; and implemented best management practices for soil conservation and pollution control—during and after construction. Additionally, TranSmart provided structural engineering design and construction documents for cast-in-place concrete culverts, headwalls, and end sections for hydraulic elements. TranSmart also developed construction quantity takeoffs and special provisions for the designs. These projects required coordination with multiple agencies, including IDOT, ISTHA, ACOE, IDNR-OWR, and municipalities and villages within the limits of the projects.\nRoadway Design - Drainage Studies","domain":"hydraulic_engineering"}
{"url":"https://wickwiresolutions.com/","date":"2023-10-01T02:37:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510734.55/warc/CC-MAIN-20231001005750-20231001035750-00885.warc.gz","language_score":0.7890540361404419,"token_count":105,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__118054854","lang":"en","text":"Wickwire is a consulting infrastructure solutions company in Iron River, Michigan, specializing in long range planning, project financing, and construction inspections.\nDesign, long range planning, and construction administration for municipal water distribution systems, wastewater conveyance systems, and construction inspection. Grant procurement, project financing, and grant administration for infrastructure projects.\n- Grant Procurement\n- Project Financing\n- Grant Administration\n- Construction Inspections","domain":"hydraulic_engineering"}
{"url":"http://jec.qa/capabilities/index/123","date":"2017-04-29T21:26:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917123590.89/warc/CC-MAIN-20170423031203-00522-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9442775845527649,"token_count":155,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__141951023","lang":"en","text":"JE has completed numerous large-scale turnkey projects in different sectors including:\nJE has extensive knowledge and insight in the construction of pipelines including water networks, drainage, oil & gas, and petrochemicals. Our vast Pipeline construction experience coincides several facets in civil and mechanical construction including trenching, welding and laying of pipelines, major crossings and commissioning.\nOur focus areas include:\n- Water Pipelines\n- Sewage Pipelines\n- Oil & Gas Pipelines\n- Process Pipelines\n- Fuel Pipelines\nA key project that JE is currently working on is for the Public Works Authority (ASHGHAL). It involves the design and construction of 1,200 mm diameter transmission main with a total length of 30 km in Doha.","domain":"hydraulic_engineering"}
{"url":"http://themksgroup.com/?page_id=887","date":"2019-06-24T19:53:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627999709.4/warc/CC-MAIN-20190624191239-20190624213239-00200.warc.gz","language_score":0.9328750967979431,"token_count":413,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__148686498","lang":"en","text":"The project is situated near village Kawalewada in TirodaTaluka of Gondia District in Maharashtra State. The project envisaged construction of concrete bandhara across Wainganga River, Pump Houses at Kawalewada and Bodalkasa rising and gravity mains, distribution chamber, feeder canals and Renovation of the existing canals. The Irrigable command area of the project is 103825 Ha. and the water usage is 327 Mm¬¬¬3 from Wainganga River and 363 Mm3 from Irrigation Tanks in the command.\nWe have been awarded the work of Command area survey, planning, design and drawings of the Dhapewada Lift Irrigation Scheme Stage – II. We have completed the command area survey work of 112578.73 Ha. In the command area of the Project there are no. of irrigation tanks having their individual command area. We have surveyed the entire area and have given planning of the alignments of Rising Mains from the pump houses and Gravity mains. The total length of the Rising Main is 208.25 Km. The alignments of the Rising mains have been prepared by us after surveying the total command area by using modern techniques like Satellite survey, Total station etc. The survey of various canal alignments of length 421.255 Km is done by us. The alignment proposals along with design of the canal section and location of various structures on canal alignment are marked as per the various Government circulars. We have also designed 239 Nos. of canal regulatory and cross drainage works on the canal alignments.\nWe have also surveyed the command area of the existing Minor Irrigation Tanks in the command area of the Project. Revised Alignment Proposals of the existing canals in the command area are prepared and design and planning of the existing canal system has been done using modern design techniques. The design of the canal distribution network is done up to field chak level using the satellite survey and other modern design techniques.","domain":"hydraulic_engineering"}
{"url":"http://kokodamemorialfoundation.com.au/projects/raising-dam-wall/","date":"2018-07-20T07:00:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676591543.63/warc/CC-MAIN-20180720061052-20180720081052-00020.warc.gz","language_score":0.9812835454940796,"token_count":99,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__8648792","lang":"en","text":"As the dry season was taking hold the available capacity of the Village of Vesulogo dam was being questioned. Village elders decided that the dam wall needed to be raised to increase storage capacity through the dry season. The elders asked Kokoda Memorial Foundation for assistance. As many of the volunteers of KMF had construction experience it took only one day for the preparation and pouring of the concrete to form the new additional.\nThe new raised dam is now able to store additional water for the dry season.","domain":"hydraulic_engineering"}
{"url":"https://www.philippine-resources.com/post/dpwh-lines-up-p620-6-m-flood-control-projects-in-pangasinan","date":"2020-08-11T19:32:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439738819.78/warc/CC-MAIN-20200811180239-20200811210239-00330.warc.gz","language_score":0.8683505654335022,"token_count":507,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__19141149","lang":"en","text":"DPWH lines up P620.6-M flood control projects in Pangasinan\nThe Department of Public Works and Highways (DPWH) fourth engineering district office in Pangasinan has 22 flood control projects underway for towns and cities in the province, an official said Wednesday.\nDaisy Sharmaine Daroy of the monitoring engineering department of DPWH-Pangasinan IV said among the flood control projects for this year are the construction of protection works along Ingalera River Macabito section costing PHP20 million, in the Nagsaing Doyong section worth PHP30 million, and along Marusay River Barangay Talibaew in Calasiao town for PHP30 million.\nIn San Carlos City, Daroy said the agency is also constructing protection works along Agno River at Barangay Guelew for PHP50 million, at Barangay Supo for PHP50 million, and river bank protection along Ingalera River Ano section worth PHP32.179 million.\n“There is also the construction of protection works along Angalacan River at Barangay Sta. Maria and at Barangay Baloling Mapandan worth PHP30 million and PHP50 million, respectively,” she said in an interview.\nIn Bayambang town, Daroy said the construction of protection works along the different sections of Agno River is ongoing.\nShe said protection works in Bacnono section is worth PHP23.179 million; Ambayat 1st section -PHP7 million; and Carungay section -PHP3 million.\nShe added the DPWH also allocated PHP20 million for the construction of river bank protection along Agno River specifically in Caturay section; Warding section -PHP40 million; and Zone V section -PHP11 million.\nFor slope protection works along Agno River at Barangay Bongato West, the DPWH earmarked PHP30 million; Baragay Iton -PHP50 million; Barangay Manambong Norte -PHP20 million; Barangay Manambong Sur -PHP50 million; Barangay Wardig -PHP10 million; Phase 1 at Paragos -PHP20 million; Phase II at Paragos -PHP30 million; and Phase III at Paragos -PHP14.252 million.\nDaroy said the funding for the projects come from the General Appropriation Act of 2019.","domain":"hydraulic_engineering"}
{"url":"http://43.oblast.cz/encyklopedie/objekty1.phtml?id=70653&lng=2&menu=0","date":"2022-10-05T16:07:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337631.84/warc/CC-MAIN-20221005140739-20221005170739-00490.warc.gz","language_score":0.8853068947792053,"token_count":155,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__42411343","lang":"en","text":"Hydraulic structure Slezská Harta [ Vodní plocha ]\nWater work was built in 1987 - 1997 on the Moravice.\nThe main purpose of the building was supply of water for the region of Ostrava.\nThe earth fill dam is 64,8 m high, its length in the crest is 540 m.\nThe flooded area of the reservoir is 870 ha.\nThe reservoir further serves hydroenergetic purposes, as protection against floods, for fish-farming, sport fishing and recreation.\nLAST MODIFY: Šormová Helena\n(INFOSYSTEM s.r.o.) org. 56, 20.09.2021 v 18:37 hodin","domain":"hydraulic_engineering"}
{"url":"http://www.bpc.com.np/index.php?option=com_page&task=details&id=11","date":"2013-06-20T01:27:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368709337609/warc/CC-MAIN-20130516130217-00061-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.8624845147132874,"token_count":111,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__111779839","lang":"en","text":"Nyadi Hydropwer Limited (NHL) has been established to build, own and operate Nyadi Hydropwer Project in Lamjung District. BPC is the major shareholder of NHL followed by LEDCO. The project is under development and the planned installed capacity of the project is 30 MW. Commercial operation of the project is scheduled in 2014.\nNyadi Hydropower Limited\nGanga Devi Marg – 313, Buddhanagar, Kathmandu\nTel: +977-1-4781776, 4785295","domain":"hydraulic_engineering"}
{"url":"https://rightwatersystems.com/pinfo/l-600-series-metering-pump/MzE=","date":"2020-01-17T19:17:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250590107.3/warc/CC-MAIN-20200117180950-20200117204950-00290.warc.gz","language_score":0.8594723343849182,"token_count":139,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__247445656","lang":"en","text":"The L-600 series Dosing pump is designed to inject chemicals into piping system.All models are equipped with a side mounted mechanical flow rate adjustment knob.Optional on/off cycling timers are available\nFeatures & Advantages\nDouble ball ceramic check valves. PVDF(Kynar) valve assemblies.\nHigh outlet pressure capability of 125 PSI. Easy access,side mounted mechanical feed rate adjustment.\nBall bearing supported motor drive shaft. Permanently lubricated ball bearing motor. 27:1 adjustment turn down ratio.\nIncludes suction tube,foot valve and strainer, suction tubing, discharge tubing and injection fitting with internal back-flow check valve\nand mounting hardware","domain":"hydraulic_engineering"}
{"url":"https://www.cowenmfg.com/product/2-5-ss-progressive-cavity-pump/","date":"2024-03-03T01:44:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476180.67/warc/CC-MAIN-20240303011622-20240303041622-00597.warc.gz","language_score":0.9145441651344299,"token_count":109,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__50042875","lang":"en","text":"2.5” ss progressive cavity pump\nThe 2.5” stainless steel progressive cavity pump has 2.5″ tri-clamps on inlet and outlet and a food-grade silicon stator. This pump has a similar capacity to the regular 3″ progressive cavity pump. It is also available with the automatic ultrasonic level sensor which controls the variable speed drive directly speeding up the pump as the level rises and slowing it down as the level recedes.\nThe power requirements for this pump are 220v 1ph 20a","domain":"hydraulic_engineering"}
{"url":"https://www.sasec.asia/index.php?page=news&nid=1163&url=kholongchhu-hydropower","date":"2020-11-28T08:39:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141195198.31/warc/CC-MAIN-20201128070431-20201128100431-00026.warc.gz","language_score":0.9372011423110962,"token_count":266,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__14727433","lang":"en","text":"Bhutan, India Enter into Joint Hydropower Venture\n30 June 2020\nThe Governments of Bhutan and India signed an agreement for the first joint venture hydropower project between Bhutan and India. This agreement covers the construction of the 600 megawatt Kholongchhu hydropower project in Bhutan.\nThe run-of-the-river Kholongchhu hydropower project is located on the lower section of the Kholongchhu River in Trashiyangtse, Bhutan. The project includes an underground powerhouse of four 150 MW turbines with water impounded by a concrete gravity dam of 95 metres height.\nThe agreement was signed in the presence of Mr. Subrahmanyam Jaishankar, Minister of External Affairs of the Government of India, and Mr. Tandi Dorji, Minister for Foreign Affairs of the Government of Bhutan, through a video link. Both ministers highlighted the importance of hydropower development between Bhutan and India at the event, and described the project as mutually beneficial.\nThe Kholongchhu Hydro Energy Limited is a joint venture between Druk Green Power Corporation of Bhutan and Satluj Jal Vidyut Nigam Limited of India.\nThe project is expected to be completed in the second half of 2025.","domain":"hydraulic_engineering"}
{"url":"https://jbanerjee.info/turbomachines/","date":"2023-09-24T14:52:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506646.94/warc/CC-MAIN-20230924123403-20230924153403-00772.warc.gz","language_score":0.9404143691062927,"token_count":1066,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__167261851","lang":"en","text":"Part-I: Flow through Draft Tube and Tail race channel (TRC)\nTurbulent flow through draft tube and Tail Race Channel (TRC) of Maneri Bhali Hydroelectric Project Stage-II is simulated using CFD. The free surface is evaluated using a Euler-Euler model and the turbulence characteristics are evaluated using two equation κ-ε (turbulent-kinetic energy and eddy dissipation) model. The entire domain including the draft tub and the tailrace sections is meshed with a structured grid. Two phase turbulent flow simulations are taken up for flow through the draft tube geometry along with the tailrace. Air is taken as the secondary phase, above the water level in the tailrace channel. Several planes in the draft tube section are considered for the purpose of flow visualization. Analysis reveals the issue of improper evacuation of the flow through draft tube when all the turbine units were running at full load. This is because of a nuzzling effect near the outlet structure of the tailrace. Such restrictions induce violent vortices in the tail race channel and reverse flow in the draft tube.\nPart-II: Flow through Turbine units including draft tube and TRC\nThe simulations considered in Part-II involve all the major components of the hydroelectric power plant including spiral casing, the runner, the draft tube and the tailrace. Results for all the four runners running at designed discharge of 35 cumecs, rated head of 247.6m and rated output of 76 MW are analysed along with the results for 10% excess of total installed capacity of 304 MW (i.e. 334 MW) as was suggested by UJVNL vide letter no. 336/E&MDesign-II/CFD dated 10th July 2010. This report aims at apprising UJVNL about the nature of flow at the present power output of the station and suggest that the rated 304 MW as well 334MW (up-rated) cannot be reached safely unless the evacuation from the tailrace is improved.\nThese investigations were carried out to ascertain the effect of concrete cladding on the rise in water level at the outlet of Tail race channels in THDC project. The concrete cladding is provided on the opposite bank of the river. Numerical simulations are carried out for flow in the river pocket with the provision of cladding on the opposite bank and without it. The rise in water level at TRT 1 and TRT 2 are analysed due to the presence of cladding. Results are obtained for full load as well as part load operating conditions of the plant. An estimate is also made for the equivalent power loss expected due to the rise of water levels in the tailrace tunnels due to the provision of cladding.\nHammering sound is reported in the machines from Tail Race Channel (TRC) area while operating the machines between ranges of 75MW to 90MW load at Koteshwar HEP of THDCIL, India. The main objective of present study was to identify the possible reasons for undesirable sound in the machine and TRC area under part load conditions through CFD analysis of Hydro Turbine Units. The systematic study including the selection of turbulence model, performance of selected turbulence model on physical model data and the performance of prototype plant under different operating condition is analysed. The CFD simulations reveals that the wake regime behind the guide vane and the oscillating nature of vortex rope are the possible reasons for generation of noise at part load operation between 75MW – 85 MW of the units.\nAnalysis of flow through hydro turbine unit including tail race channel of Manerbhali hydroelectric project Stage-I for finalization of the location of outfall gate in the tail race channel. The complete CFD analysis of the power plant is carried out into two parts. In part – I the CFD simulation of flow through existing tail race channel are reported in isolation first. Then the simulations are carried out by placing the proposed outfall gate structure at four different locations (at 65 m, 70m, 75m and 80 m chainage distance) in the Tail Race Channel (TRC) for finding out the reverse flow in the tailrace channel and rise in water level in the TRC associated with the obstruction created due to placing the proposed outfall gate in TRC. In part – II, the complete CFD simulation of flow through turbine units including spiral cashing, stator, rotor passage, draft tube and tail race channel of Manerbhali-I hydroelectric project is reported for estimating the loss of power associated with the positioning of the proposed outfall gate at 65m, 70m and 75 m chainage distance in the tailrace channel.\nMixed flow compressors are modified version of the centrifugal flow compressors and combine the advantages of axial and centrifugal flow compressors. The present work utilises a design methodology for the impeller of the mixed flow compressor such that it can work with an efficiency and mass flow rate close to axial flow compressor along with the pressure ratio per stage, resistance to foreign particles and ruggedness comparable to a centrifugal compressor. The focus is in understanding the various design philosophies and pick out one which best suits in accordance with available inputs and parameters.","domain":"hydraulic_engineering"}
{"url":"https://www.eng.sun.ac.za/holsloot-weir-river-project-in-full-flow/","date":"2024-02-27T10:42:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474674.35/warc/CC-MAIN-20240227085429-20240227115429-00430.warc.gz","language_score":0.9542679190635681,"token_count":674,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__170071749","lang":"en","text":"[Article by Nane Zietsman]\nA new diversion works and weir were recently completed on the Holsloot River for irrigation, replacing the weir that washed away during the 2013 flood. The Stellenbosch Hydraulics Laboratory (SHL) of the Department of Civil Engineering at Stellenbosch University (SU), was appointed by the Western Cape Department of Agriculture to do the hydraulic design and physical model study for the project. This R78 million project is located on the Holsloot River, approximately 10km south-east of Rawsonville and 11km downstream of the Stettynskloof Dam. It is set to directly impact approximately 150 farming households and 4 000ha of mainly wine grapes under irrigation.\nProfessor Gerrit Basson, a specialist in river hydraulics, sedimentation and the design of hydraulic structures led the SU consulting team. “During the design and construction phases of the project the Stellenbosch Hydraulics Laboratory (SHL) acted as the main consulting engineers responsible for the hydraulic design, while Ingerop consulting engineers were appointed as sub-consultants for the geotechnical and structural design, as well as site supervision.”\nAccording to Prof. Basson, the SHL team was involved throughout the lifecycle of the project, from feasibility level to construction completion and commissioning. “It is particularly fulfilling to see a design come to life and to compare prototype river flows with those tested in the laboratory.” The Holsloot Diversion Works was required to replace a number of temporary rockfill diversion weirs as part of a more sustainable river management plan. “Diversion works are typically faced with sedimentation issues whereby sediment deposits block intakes or are abstracted while downstream erosion can threaten the structural integrity of the weir, particularly in this case where there was no rock for the weir to be founded upon.”\nThe hydraulic design and physical model study resulted in the construction of a 55 m long and 3,4 m high weir, with a concrete roller bucket for energy dissipation. “The intake was designed to be self-scouring during floods with a gravel trap and two sand traps at the intake structure that can be flushed during smaller floods as required.” The design used a 100-year Recommended Design Discharge (RDD) of 579 m3/s and a Safety Evaluation Discharge (SED) based on the Regional Maximum Flood (RMF) of 1136 m3/s. Prof. Basson further explains that the diversion works and roller bucket had to be constructed with safe accessibility, so the design includes a pedestrian bridge over the roller bucket which is uncommonly seen. “The piers had to be designed to resist hydraulic forces and debris accumulation in the roller bucket.”\nThe project has formally been handed over to the Holsloot Water User Association to function with CASIDRA acting as the implementation agent for the Western Cape Department of Agriculture. The significant work of the Stellenbosch Hydraulics Laboratory on this project once again shows the impact of the Faculty’s research and consulting services on the industry.\nPhotograph: Holsloot Diversion works and weir viewed from downstream (left) and upstream (right).","domain":"hydraulic_engineering"}
{"url":"http://tomjonescorp.com/index.php?cID=421&pID=439","date":"2018-02-25T23:13:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891817523.0/warc/CC-MAIN-20180225225657-20180226005657-00759.warc.gz","language_score":0.9209108352661133,"token_count":131,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__181244491","lang":"en","text":"The Fort Frances generating station (GS), owned and operated by H2O Power Limited Partnership (H2O Power), is located in Fort Frances, Ontario. The dams control the water level of Rainy Lake which flows into Rainy River, the boundary between Canada and USA.\nThis project will restore full operability of all 15 gates on the Fort Frances Dam, including 10 Main Dam gates and 5 Canal gates. On completion of the overhaul of each gate, leakage should be substantially eliminated.\nAt A Glance\nProject Name: H2O Power Dam Rehabilitation\nRole in Project: General Contractor\nClient: H2O Power Limited","domain":"hydraulic_engineering"}
{"url":"http://www.westpointlake.info","date":"2023-12-10T06:49:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679101282.74/warc/CC-MAIN-20231210060949-20231210090949-00796.warc.gz","language_score":0.8727708458900452,"token_count":214,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__289707856","lang":"en","text":"• River: Chattahoochee River\n• Length: 525 Miles\n• Surface Area: 25,864 Acres\n• Volume: 604,527 Acre Feet\n• Drainage Area: 3,440 Square Miles\nSurrounded by deep forests and rolling fields, West Point Lake extends 35 miles along the Chattahoochee River on the Alabama-Georgia state line. The lake's 500 miles of shoreline provides excellent opportunities for fishing, camping, boating and other recreational activities.\nThe construction of West Point Dam was authorized by the Flood Control Act of 1962. Congress authorized the project for flood control, hydroelectric power, navigation, fish and wildlife development and general recreation.\nWest Point Dam controls flooding of the river by managing seasonal variations in water flow. The project provides water storage for navigation on the Apalachicola-Chattahoochee-Flint Waterway, running 260 river miles from Apalachicola, Florida to Columbus, Georgia. The powerhouse's three generators produce enough power yearly to serve 24,000 homes.","domain":"hydraulic_engineering"}
{"url":"https://www.africa-uganda-business-travel-guide.com/bujagali-first-50mw-ready-in-oct.html","date":"2022-07-01T17:07:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103943339.53/warc/CC-MAIN-20220701155803-20220701185803-00749.warc.gz","language_score":0.9483066201210022,"token_count":610,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__3152341","lang":"en","text":"Bujagali first 50MW ready in Oct\nGerman Team Inspects Equipment at Bujagali Uganda\nMonday, 14th February, 2011\nTHE River Nile will for the second time in three years undergo a landmark diversion as construction of the 250MW Bujagali Hydropower project gets into its final stage.\nTop Bujagali Energy officials, the major sponsors of the multi-billion project, said the diversion that begun yesterday would involve the blocking of the east waterway of the river to allow works commence on the right and final embankment.\n“The west channel, which has been closed to river flow for the past three years to permit the construction of key structures, will be opened, while the east channel will be blocked upstream and downstream,” Bill Groth, the construction manager, said.\nHe noted that the water deflection activities that will take place for several weeks will eventually divert the entire river waters through the newly-constructed concrete spillway.\nOnce the river is diverted, the final phase of the construction will be achieved.\nThe river was first diverted in September 2007 to create a dry channel where the powerhouse would be erected.\nAbout 90% of the structural concrete on the powerhouse has been completed, while almost all the required electrical mechanical equipment (98%) for it have been delivered on site, Groth said.\nHe described this as a “milestone” in the construction of the hydroelectric power project which is expected to double the generation capacity and reduce dependency on the costly thermal generation.\n“This is an important phase because the powerhouse where the turbines are being installed is also approaching completion.\n“We expect the first unit generation of 50MW around October, which again is a milestone in this project,” Groth disclosed.\nHe added that after the first unit goes online, the remaining four units of 50 MW each will be commissioned consecutively after thorough tests.\nThe project is expected to be fully commissioned by April 2012.\nGroth revealed that 75% of the total project is complete with 95% of the switchyard civil works done and 75% of the electromechanical works accomplished.\nGroth urged rafters, kayakers, boaters, swimmers, fishermen and tour operators using the Upper Nile River to avoid the diversion area as the river flow will be highly turbulent and unpredictable during the water diversion.\n“After February 15, it will not be possible to travel down the river past the project site.\n“For safety reasons, we advise all users to exit the river well upstream of the diversion area,” he said.\nThe deputy construction manager, Kenneth Kaheru, allayed fears that rafting, which is popular with tourists, would come to a complete end with the river diversion.\nHe said the rafting activities would move to downstream at the Kalagala offset which is being developed as a recreation and tourist attraction.\nBy Frank Mugabi The New Vision Newspaper","domain":"hydraulic_engineering"}
{"url":"https://iasnext.com/kiru-hydro-electric-power-project-upsc-current-affairs/","date":"2024-04-25T11:08:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712297292879.97/warc/CC-MAIN-20240425094819-20240425124819-00302.warc.gz","language_score":0.8978412747383118,"token_count":344,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__48826639","lang":"en","text":"The Central Bureau of Investigation recently searched 12 locations in Delhi and Rajasthan in connection with a case alleging corruption in the award of ₹2,200 crore civil works related to the Kiru hydro-electric power project.\nRead also:- Voice sample and Voice testing\nAbout Kiru Hydro-Electric Power Project:\nThe Kiru hydroelectric project will include the construction of a concrete gravity dam on the Chenab River. The dam will be 135m-tall from the deepest foundation level and 123m from the river bed level. It will have a storage capacity of 41.5 million m³ of water.\nRead also:- Agro climatic zones in India\nThe Kiru hydroelectric power project is being built near the villages of Patharnakki and Kiru in Kishtwar, J&K.\nThe project site lies approximately 1.5km downstream and 0.5km upstream at the convergence point of the Chenab River with the Singad and Bela streams.\nThe project will be constructed between the Kirthai II (upstream) and Kwar (downstream) hydroelectric plants.\nRead also:- The Connection between Books and Culture\nRS Envirolink Technologies prepared the environmental impact assessment (EIA) and environmental management plan (EMP) reports of the project in 2016.\nThe initial baseline data for the preliminary EIA and EMP reports was prepared by the University of Jammu.\nIn October 2018, the contract to construct a temporary field hostel of 20 rooms and site offices for management was awarded to MGI Infra.\nRead also:- A New Troika For India’s Northeast Region","domain":"hydraulic_engineering"}
{"url":"https://irrigation.punjab.gov.in/post-independence","date":"2021-05-07T20:19:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-21/segments/1620243988802.93/warc/CC-MAIN-20210507181103-20210507211103-00411.warc.gz","language_score":0.957251250743866,"token_count":1410,"dump":"CC-MAIN-2021-21","global_id":"webtext-fineweb__CC-MAIN-2021-21__0__106173889","lang":"en","text":"Infrastructure built in the post independence period:-storage Dams on rivers Sutlej, Beas and the Ravi and the Canal infrastructure for utilization of stored waters\nMultipurpose projects were planned over rivers, Sutlej, Beas and Ravi for storage of water by constructing dams. To utilize the stored water for irrigation, there was substantial expansion of infrastructure by constructing additional network of canals and remodeling the existing canals in the post independence period. Construction on Bhakra Dam was started in early fifties and completed in 1963 at a cost of Rs. 255.85 crore. The Bhakra Dam has a live storage capacity of about 5.60 MAF. Power Houses comprising five units each were built on left and right side, having a total installed capacity of 450 MW and 600 MW respectively. The installed capacity of the Power House on the left side was increased to 540 MW during the period 1981-85 and that of power house on the right side was increased to 785.00 MW during the period of 1996-2001.\nNangal Dam was constructed about 13 Km downstream of Bhakra Dam to pass a flood discharge of 3,50,000 Cs and to provide a balancing reservoir to smoothen out the diurnal variation in water released after generation of electricity at the above power plants.\nConstruction of Nangal Hydel Channel, which off takes from Nangal Dam, with a capacity of 12500 Cs and length of 61 Km was completed in 1954. Two Power Houses, namely Ganguwal Power House and Kotla Power House, each with an installed capacity of about 77MW, were constructed on Nangal Hydel Channel. The Bhakra Main Line Canal with a capacity of 12455 Cs, is an extension of Nangal Hydel Channel and primarily carries Sutlej waters for the States of Punjab, Haryana and Rajasthan and drinking water supply to Delhi and Chandigarh. The B.M.L canal which has a length of about 164 Km, (out of which 159 Km falls in Punjab), was built during the period 1950-54 to carry Sutlej waters.\nThe Ropar Headworks, which was constructed in the year 1874-82 for supply of Sutlej waters to Punjab areas through old Sirhind Canal System, was remodeled in 1952-54 for utilization of waters stored by Bhakra Dam.\nThe Ferozepur Headwork which was constructed in the year 1927, for the purpose of supply of Sutlej-Beas waters to Bikaner Canal and Eastern Canal and the canal network now in Pakistan, lost much of its utility after the partition of the country in 1947. The headworks came within firing range of Pakistan, therefore, to ensure uninterrupted water supplies to Bikaner and Eastern Canals and proper utilization of waters of rivers Ravi and Beas, Harike Headwork was constructed in the year 1954-55, deep inside Indian Territory.\nThe Madhopur Beas link, having a capacity of 10,000 Cs was built during 1955-57, linking river Ravi with Beas at Harike. The Rajasthan canal with a capacity of 18500 Cs, off taking from Harike Headworks was constructed during 1958-1961, for supply of Ravi-Beas waters to Rajasthan. This canal runs in a length of 149.53 Km in Ferozepur, Muktsar and Faridkot districts of Punjab. The Ferozepur Feeder off-taking from Harike Headworks was constructed in the year 1952-53. This canal, with a capacity of 11192 Cs, runs in a length of 51.30 Km and supplies Ravi-Beas waters to Sirhind Feeder and Eastern Canal systems of Punjab and Bikaner Canal of Rajasthan.\nThe infrastructure thus created ensured best possible utilization of Ravi-Beas waters on run off the river basis, pending construction of storage dams on rivers Beas and Ravi. The water of river Beas was somewhat tamed by constructing a storage dam at Pong (1974) with a capacity of 5.91 MAF. Pong Power House having an installed capacity of 360 MW ( 6 units of 60 MW each) was constructed downstream of Pong Dam. The Pong Dam was constructed at a cost of Rs. 302.00 crore.\n3.82 MAF of Beas water was diverted through Beas Sutlej Link (1977) into Bhakra reservoir through a diversion dam at Pandoh , constructed upstream of Pong Dam. A Power House with an installed capacity of 990 MW (6unit of 165 MW each) was constructed at Dehar, where a fall of 1000’ exists, before diversion of water into Bhakra reservoir. The Beas Sutlej Link Project was constructed at a cost of Rs. 396.85 crore. The capital works of Beas project, were executed by the Beas construction Board, constituted under the Punjab Reorganisation Act, 1996 and the expenditure was met out of Central Assistance given to the partner states (Punjab, Haryana & Rajasthan) by way of loan. After completion of works of Beas Project, these were taken over by the Bhakra Beas Management Board ( BBMB).\nFor proper utilization of Beas water for irrigation, Shanehar Headwork was constructed in the year 1983, downstream of Pong Dam. The Mukerian Hydel Channel which was constructed in 1982 , which off-takes from this headwork and after production of electricity at four Power Houses, having a total installed capacity of 207 MW, waters of river Beas are relesed for utilization at Harike.\nThe Ranjit Sagar Dam on river Ravi, constructed 24 Km upstream of Madhopur Headworks, was commissioned in the year 2000. Expenditure of Rs. 3745.00 crore has been incurred on the project out of which Rs. 3495.22 crore was funded out of Punjab’s plan allocations, and a meager loan assistance of Rs. 249.78 crore was provided by Government of India. The dam has been constructed with the objective of power generation and full use of utilizable Ravi waters. The dam has a storage capacity of 1.9 MAF. A Power House, with a total installed capacity of 600 MW ( 4 units of 150 MW each) has been constructed downstream of the Dam.\nThe Shahpur Kandi dam project has been proposed for construction 11 Km downstream of Ranjit Sagar Dam. The Shahpurkandi Dam will act as a balancing reservoir to enable Ranjit Sagar Dam to function as a peaking station for optimum power generation during peak hours and to ensure uniform releases of water to the canal system off-taking from Madhopur Headworks.","domain":"hydraulic_engineering"}
{"url":"https://www.winnipegregionalrealestatenews.com/publications/real-estate-news/1314","date":"2023-06-05T00:32:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224650409.64/warc/CC-MAIN-20230604225057-20230605015057-00549.warc.gz","language_score":0.9507534503936768,"token_count":669,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__4949757","lang":"en","text":"Cottage owners, homeowners and farmers around lakes Manitoba and St. Martin will be getting relief in the fall from the high water levels that have plagued their properties since the worst spring flooding in recorded history.\nThe Manitoba government announced it will start construction on an emergency channel out of Lake St. Martin immediately, and Lake Manitoba outflows through the Fairford River water control structure will be unrestricted throughout the winter, as recommended by independent engineering firms KGS and AECOM.\nIf construction can be completed by this fall, levels on both lakes would be lowered before spring run-off begins, reducing the likelihood of flooding in 2012.\nSeveral different options were examined by KGS and AECOM with technical support from Manitoba Infrastructure and Transportation and Manitoba Water Stewardship. The option to quickly build an emergency channel that will allow for ongoing maximum flows through the Fairford River water control structure was assessed as the best option to provide emergency relief from high lake levels, and protect homes and communities along lakes Manitoba and St. Martin.\nThe assessment is based on data which includes site visits, topographic analysis, seismic bedrock investigation, aerial photography, LIDAR surveying and geotechnical work.\nThe Lake St. Martin emergency channel will go from Lake St. Martin to Big Buffalo Lake. The channel is expected to handle flows of up to 9,000 cubic feet per second (cfs), depending on lake levels when the channel becomes operational. From Big Buffalo Lake, the water will follow natural channels to the Dauphin River.\nBoth Lake Manitoba and Lake St.\nMartin currently drain into Lake Winnipeg through the Dauphin River. This emergency channel is expected to affect Lake Winnipeg’s North Basin levels by less than one inch, which is approximately 0.5 per cent of Lake Winnipeg’s inflows. Lake Winnipeg levels are expected to drop by two feet before the Lake St. Martin channel becomes operational and Lake Winnipeg’s flood risk will not be affected by the operation of the channel.\nThe five-mile emergency channel is expected to be 300 feet wide and up to 25 feet deep. Details of the construction project are being finalized and consultation with the affected First Nations communities will continue as the project proceeds on an emergency basis.\nIt is expected to involve the excavation of as much as 2.5 million cubic metres of earth, 50 pieces of heavy equipment and 150 staff. Preliminary work has already started at the construction site.\nDepending on progress of the construction of the emergency channel, additional construction of a bypass channel around the north side of the Fairford River water control structure will be undertaken to further reduce Lake Manitoba levels, as recommended by the engineering firms. This would also require expansion of the newly-built Lake St. Martin emergency channel to ensure no net addition of water to Lake St. Martin.\nManitoba Water Stewardship estimates building the emergency channel and maintaining maximum flows at the Fairford River water control structure all winter would bring the chance of Lake Manitoba staying below 814 feet in 2012 up to 90 per cent and Lake St. Martin’s chance of staying below 802 feet to 98 per cent.\nConstruction of a Fairford River bypass channel would increase the chance of Lake Manitoba staying below 814 feet in 2012 to 98.7 per cent.","domain":"hydraulic_engineering"}
{"url":"https://soiwasthinking.blog/2020/08/17/duff-roblin-provincial-park/","date":"2023-10-04T09:32:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511364.23/warc/CC-MAIN-20231004084230-20231004114230-00786.warc.gz","language_score":0.8652946949005127,"token_count":86,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__101548451","lang":"en","text":"The Floodway system was created to divert water from the Red River through a channel network around Winnipeg and neighboring communities, during high flood seasons.\nDuff Roblin Provincial Park\nPelicans in flight.\nRed River Floodway Inlet Control Structure\nThe Red River\nThe New Observation Platform opening Fall 2020.","domain":"hydraulic_engineering"}
{"url":"https://stateviews.com.pk/pm-to-inaugurate-1st-unit-of-neelum-jhelum-hydropower-project/","date":"2018-07-21T09:52:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676592475.84/warc/CC-MAIN-20180721090529-20180721110529-00495.warc.gz","language_score":0.9472604990005493,"token_count":397,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__77637688","lang":"en","text":"ISLAMABAD: The first unit of strategically important 969 MW Neelum Jhelum Hydropower Project, located in Azad Jammu and Kashmir, will be inaugurated on Friday.\nPrime Minister Shahid Khaqan Abbasi will inaugurate the first unit which will generate 242 MW electricity. The first unit will be followed by the second, third and fourth units at one month intervals respectively. Water filling in head race tunnel had already been commenced, followed by wet commissioning test in order to start generation.\nThe head race tunnel is a component of 52 kilometer long water way system of the project that has been constructed underground in the high mountain areas to divert water from the water reservoir to the power house of the project.\nThe project will provide about five billion low-cost hydel electricity to the national grid every year. Annual benefits of the project have been estimated at Rs 50 billion. Neelum Jhelum Hydropower Project is an engineering marvel with 90% of the project being underground in the high mountain areas.\nNeelum Jhelum Hydropower Project consists of three main components i.e. a dam, waterway system comprising 52 km long tunnels and an underground power house.\nThe project has four units with installed capacity of 969 MW. Following electricity generation from Golen Gol Hydropower Project in January and Tarbela 4th Extension Hydropower Project in February this year, the third hydropower project of WAPDA i.e. Neelum Jhelum is also going to start electricity generation during the next month.\nFor optimal utilization of water and hydropower resources in the country, WAPDA has been implementing a two-pronged strategy for the purpose. Under the strategy, not only the under-construction projects are being completed in the shortest possible time, but the new projects are also being initiated in both water and hydropower sectors.","domain":"hydraulic_engineering"}
{"url":"http://pipelinesinternational.com/news/enbridge_set_to_expand_north_americas_crude_oil_pipeline_network/043516/","date":"2016-02-12T05:34:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-07/segments/1454701163438.83/warc/CC-MAIN-20160205193923-00289-ip-10-236-182-209.ec2.internal.warc.gz","language_score":0.9396655559539795,"token_count":334,"dump":"CC-MAIN-2016-07","global_id":"webtext-fineweb__CC-MAIN-2016-07__0__92502994","lang":"en","text":"In North Dakota Enbridge has proposed the Beaver Lodge Loop Project, which will involve the construction of a 12 or 16 inch diameter looping pipeline along the existing Enbridge North Dakota System from the existing Beaver Lodge Station near Tioga to Berthold. The looping pipeline is expected to increase the capacity along the 72 km segment to approximately 315,000 bbl/d of oil.\nTankage and new pump stations will also be constructed and the pipeline project will be undertaken by Enbridge Pipelines (North Dakota) LLC a subsidiary of Enbridge Energy Partners. The project is expected to be completed by the first quarter 2013.\nThe SORTI and Dunn projects will consist of the construction of a new 8 or 10 inch gathering pipeline system to expand the Enbridge North Dakota System, starting approximately 72 km south of its Beaver Lodge Station.\nThe project also consists of two new stations and the associated work to prepare for two new truck facilities. One new station will be located near Keene, North Dakota, and the second, Croff Station, will be located near the Dunn/McKenzie County border.\nThe proposed expansion of Line 26/EX-02, including added facilities in North Dakota, Saskatchewan, and Manitoba, will include an expansion of the US portion of the Portal Link (Line 26) by EEP, and the construction of two new pumping stations and enhancements of the pipeline north of Berthold.\nThe Canadian portion of the Portal Link (Line EX-02) will be extended with the construction of a new 121 km, 16 inch diameter pipeline from Steelman, Saskatchewan, to the Enbridge terminal at Cromer, Manitoba.","domain":"hydraulic_engineering"}
{"url":"https://carolinaoutfitters.com/ocoee-river-release-schedule/","date":"2022-09-28T12:17:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335254.72/warc/CC-MAIN-20220928113848-20220928143848-00051.warc.gz","language_score":0.9695109724998474,"token_count":363,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__16218812","lang":"en","text":"The Ocoee River release schedule provides water for hydroelectric power production and recreational water releases for us to enjoy the river.\n2019 Middle Ocoee River Rafting Calendar:\n2019 Upper Ocoee River Rafting Calendar:\nThere are 3 dams on the Ocoee River that were built to help provide hydroelectric power for the surrounding areas.\nOcoee River Dam #1 was completed in 1911 and is best known for being the Lake Ocoee watershed. Also known as Parksville Lake, this lake is a great place to swim and boat. There are also beaches and picnic areas alongside the lake.\nOcoee River Dam #2 was completed two years later in 1913. This section is known as the Middle Ocoee River. This 30 foot dam funnels water through the historic wooden flume line to produce hydroelectric power. Dam #2 also provides regular water releases during the summer months giving white water lovers great Class III & IV white water to enjoy.\nOcoee River Dam #3 was built to help supply power for the WWII war effort and completed in 1942. This dam diverts water through a tunnel system carved in the mountains. Ocoee Dam #3 supplied water for the Ocoee White Water Course used in the 1996 Olympic Games. This world class white water is still rafted on the Upper Ocoee River during the summer.\nCarolina Ocoee provides rafting trips on the Middle Ocoee section that is fed by Dam #2 and the Upper Ocoee section that is fed by Dam #3. The Ocoee River Rafting Release Schedule allows Outfitters and whitewater adventurers to have regular water releases and consistent flows. The Ocoee River is open for rafting March through October.","domain":"hydraulic_engineering"}
{"url":"https://www.pv-invest.com/en/project/hydro-power-plant-zeleni-jadar/","date":"2023-01-30T20:27:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499829.29/warc/CC-MAIN-20230130201044-20230130231044-00163.warc.gz","language_score":0.6730151772499084,"token_count":191,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__285933582","lang":"en","text":"Hydro power plant Zeleni Jadar\nThe bottleneck capacity of the Zeleni Jadar power plant is 249 kilowatts (kW). The power plant is connected to the local 10 KV medium-voltage grid of the Bosnian electricity supplier Elektro Privreda.\nThe heart of the Zeleni Jadar small hydropower plant is a Kaplan turbine with a bottleneck capacity of 249 kW.\nCountry: Bosnia and Herzegovina\nNearest town: Bratunac\nConnected to local Elektro Privreda electricity grid\nGPS coordinates Zeleni Jadar: 44°04’35.5″N 19°15’39.2″E","domain":"hydraulic_engineering"}
{"url":"https://eurobeton.it/en/french-drainage-channel/","date":"2023-09-21T11:47:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506027.39/warc/CC-MAIN-20230921105806-20230921135806-00752.warc.gz","language_score":0.785410463809967,"token_count":127,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__98985909","lang":"en","text":"French drainage channel made of vibro-compressed, double-layer concrete (ECO); perfect for the realisation of drainage channels as well as the disposal of rainwater.\nITEM OF CONTRACT SPECIFICATION\nFrench drainage channel mod. “eurocun” of vibro-compressed concrete type RCK 40N/mm.2. Further details: PORTLAND concrete, Type 42,5R. Dimensions: 500 mm in the lenght and 500 mm in height. – Weight respectively 32 kg.","domain":"hydraulic_engineering"}
{"url":"https://romeez.com.ng/product/12v-water-flow-sensor-dc-5-18v-flowmeter-hall-flow-sensor-water-control-liquid-flow-sensor-switch-1-30l-min-2-0mpa-yf-s201/","date":"2022-10-01T09:06:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335573.50/warc/CC-MAIN-20221001070422-20221001100422-00539.warc.gz","language_score":0.7762333750724792,"token_count":283,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__1376823","lang":"en","text":"Water flow sensor is mainly consists of plastic valve body, rotor assembly and Hall Current Sensor. It is installed in the hot water inlet end for detecting water flow. When water through the flow rotor assembly, Magnetic rotor will rotate and Speed will change as the flow change. Hall Current sensor output corresponding pulse Signal and feedback to controller, then the controller will control the flow.\n12V Water Flow Sensor DC 5-18V Flowmeter Hall Flow Sensor Water Control Liquid Flow Sensor Switch 1-30L/min 2.0MPa YF-S201\nThe lowest rated working voltage: DC 5V-24V\nMaximum operating current: 15 mA (DC 5V).\nWorking voltage range: DC 5~18 v.\nLoad capacity: 10 mA (DC 5V).\nWork temperature: 80\nWork humidity range: 35%~90%RH (no frost)\nAllowing pressure: pressure 1.75Mpa\nStorage temperature: -25~+80 c\nSave humidity: 25%95%RH\nFlow Range: 10-200L / min\nDiameter: Approx. 5.8cm/2.28inch\nTotal Length: Approx. 9.2cm/3.62inch\n3-Pin cable length: Approx. 50cm/19.69inch","domain":"hydraulic_engineering"}
{"url":"http://raven-hamburg.com/lawn-drain/","date":"2019-12-13T10:23:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540553486.23/warc/CC-MAIN-20191213094833-20191213122833-00474.warc.gz","language_score":0.8295938372612,"token_count":313,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__112216074","lang":"en","text":"lawn drain lawn drainage solutions lawn drainage solutions near me.\nlawn drain drain tile lawn drainage solutions.\nlawn drain narrow and bare strip lawn drain pipe slope.\nlawn drain how to install a french drain in your yard w step by step and pictures landscape drainage pipe fittings.\nlawn drain lawn drainage landscape drainage systems products.\nlawn drain landscape drainage pipe sizes.\nlawn drain collage of pictures showing drain solution around front porch lawn drain cover.\nlawn drain what you need to know before hiring a tree service company lawn drainage contractors.\nlawn drain corrugated french drainage systems landscape drainage pipe home depot.\nlawn drain drainage yard drain pipe slope.\nlawn drain home drainage installations solutions landscape drain pipe.\nlawn drain french drain covered or uncovered lawn drainage systems.\nlawn drain drainage system lawn drain cap.\nlawn drain drainage lawn drainage solutions uk.\nlawn drain ask an expert how lawn drainage systems can protect your yard from storms lawn drainage contractors.\nlawn drain stock photo image garden gardens lawn lawns drain drains grate grates yard drainage solutions do yourself.\nlawn drain grass drainage pipe.\nlawn drain drainage lawn drain cover home depot.\nlawn drain french drain lawn drain pipe installation.\nlawn drain condo drainage project lawn drain cover.\nlawn drain drain tile backyard drainage solutions.\nlawn drain landscape drainage systems for the metro area lawn drainage pipe.\nlawn drain pop up drain emitters landscape drainage pipe sizes.","domain":"hydraulic_engineering"}
{"url":"http://www.jsbmarketresearch.com/construction/ptip-plta-maung-ii-360-mw-central-java-project-profile","date":"2018-07-20T08:38:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676591575.49/warc/CC-MAIN-20180720080634-20180720100634-00407.warc.gz","language_score":0.876274049282074,"token_count":366,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__47202254","lang":"en","text":"\"PTIP PLTA Maung II 360 MW Central Java - Project Profile\" contains information on the scope of the project including project overview and location. The profile also details project ownership and funding, gives a full project description, as well as information on contracts, tendering and key project contacts.\nThe \"PTIP PLTA Maung II 360 MW Central Java - Project Profile\" is part of Timetrics database of 82,000+ construction projects. Our database includes a 10+ year archive of completed projects, full coverage of all global projects with a value greater than $25 million and key contact details for project managers, owners, consultants, contractors and bidders.\nPT Indonesia Power (PTIP), a subsidiary of PT PLN, is planning to undertake the construction of a hydroelectric plant project in Central Java, Indonesia.\nThe project involves the construction of a 360MW hydroelectric plant. It will include the construction of substations, storage tanks, a diversion dam and related facilities, the installation of turbines and generators, and the laying of transmission lines.\nIn March 2014, PTIP is in the process of reviewing studies to develop the project.\nThe project is awaiting planning approvals, subject to which commercial operation is expected in 2024.\nThe project involves construction of a 360MW hydroelectric power plant in Central Java, Indonesia.\nThe US$500 million project includes the following:\n1. Construction of substations\n2. Construction of storage tanks\n3. Construction of diversion dam\n4. Installation of generators\n5. Installation of turbines\n6. Laying of transmission lines\n7. Construction of related facilities\nReasons To Buy\nGain insight into the project.\nMonitor the latest project developments.\nIdentify key project contacts.\nPublisher Name : Timetric","domain":"hydraulic_engineering"}
{"url":"https://stfrancishomes.co.za/2021/03/24/do-you-think-motivational-thoughts-2/","date":"2022-01-27T14:33:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320305266.34/warc/CC-MAIN-20220127133107-20220127163107-00687.warc.gz","language_score":0.9428791403770447,"token_count":130,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__58203546","lang":"en","text":"Krom River or Kromme River (Afrikaans: Krommerivier) is a river in the Eastern Cape Province in South Africa. The river flows into the Indian Ocean through an estuary on the north side of St Francis Bay, west of Port Elizabeth. The Krom river flows in an ESE direction and is approximately 109 km long with a catchment area of 1,085 km2.\nThe Churchill Dam and the Impofu Dam are dams on the Krom River. The latter is located near Humansdorp. Presently this river is part of the Fish to Tsitsikama Water Management Area.","domain":"hydraulic_engineering"}
{"url":"http://www.washdownsupplies.co.uk/acatalog/Stainless_Steel_valves.html","date":"2017-12-15T00:50:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-51/segments/1512948551501.53/warc/CC-MAIN-20171215001700-20171215021700-00185.warc.gz","language_score":0.7795476913452148,"token_count":82,"dump":"CC-MAIN-2017-51","global_id":"webtext-fineweb__CC-MAIN-2017-51__0__92116051","lang":"en","text":"Ring main outlet valve - 15mm twin ferrule compression inlet. Complete with stainless steel outlet probe with lever handle.\nStainless Steel Ball Valve\nStainless steel full bore valve with F/F threaded ports. Rated at 160 bar.\nStainless Steel High Pressure Block Valve\nStainless Steel Valve with Viton seals.\nMax Temp 12'C. Max Pressure 350bar","domain":"hydraulic_engineering"}
{"url":"http://www.folsomtelegraph.com/node/405010","date":"2019-02-23T03:58:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550249434065.81/warc/CC-MAIN-20190223021219-20190223043219-00117.warc.gz","language_score":0.9654777646064758,"token_count":104,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__210417758","lang":"en","text":"Vintage FolsomBy: Photo courtesy of the Folsom Historic District Association\nPictured is a promotional billboard promoting the construction of the “new” Folsom dam, circa 1950s. The current Folsom Dam replaced an earlier, smaller dam that had been completed in 1893. The remains of the earlier dam can be seen downstream from the Folsom Lake Crossing and will be featured in a future edition of the Telegraph. Construction of the dam began in 1951 and was completed in 1955.","domain":"hydraulic_engineering"}
{"url":"https://www.sbem-india.com/product-level-three/9/Capacitance-103-series","date":"2023-05-30T01:29:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224644915.48/warc/CC-MAIN-20230530000715-20230530030715-00529.warc.gz","language_score":0.9071836471557617,"token_count":195,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__809452","lang":"en","text":"Capacitance type Micro controller based Level Indicator Transmitter,103 CLTseries, can be used in a variety of applications for continuous level indication in non-fuming conductive liquids with low or medium viscosity like water, water bound solutions. The same unit can also be used for non-conductive liquids like mineral oils, turbine oils, cooling oils etc.\n104 ROF is Rate of Flow indicator for open channel Flow measurement. It utilizes SBEM’s proven capacitance probes with low power Microprocessor based Electronics to give an excellent low cost solution for low measurement in an open channel with Weirs or flumes.\nIt measures Loss of Head (LOH) in the gravity filter beds of Water Filtration plants or Traveling water screens in raw water treatment plants. Loss of head is measured by monitoring the level in High Pressure and low pressure side of the gravity filter/traveling water screen and showing the difference in these two levels.","domain":"hydraulic_engineering"}
{"url":"https://africazine.com/news/dubais-dewa-on-track-with-dh1-4b-hatta-hydroelectric-power-project-and-tourist-attractions/","date":"2023-05-28T04:00:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224643462.13/warc/CC-MAIN-20230528015553-20230528045553-00094.warc.gz","language_score":0.9154279828071594,"token_count":388,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__163515574","lang":"en","text":"Dubai: Dubai Electricity and Water Authority (DEWA) is notching up steady progress at the Dh1.42 billion Hatta hydroelectric power plant, having touched the 23 per cent project mark. The plant will have a production capacity of 250 megawatts (MW) and a lifespan of 80 years.\n“This project supports Dubai Clean Energy Strategy 2050 to provide 75 per cent of Dubai’s total power capacity from clean energy sources,” said Saeed Mohammed Al Tayer, Managing Director and CEO of DEWA. “The project is part of DEWA’s initiative to provide innovative job opportunities for the people of Hatta.”\nThe tunnelling operations at the location are complete. Each tunnel is 500 metre long. The project has so far recorded more than 3.5 million safe working hours without injuries.\nDEWA is implementing two projects in Hatta – the ‘Dubai Summit’ and ‘Hatta Sustainable Waterfalls’. The Dubai Summit includes the construction of a 5.4-kilometre cable car to transport tourists to the summit of Um Al-Nesoor. At 1,300 metres above sea level, it is the highest natural summit in Dubai. The project is expected to be a major tourist attraction in the UAE.\nThe cable car route passes over the Hatta Dam Lake and the Upper Dam Lake for the hydroelectric power station, as well as through mountains, ending at the summit of Um Al Nesoor.\nThe ‘Hatta Sustainable Waterfalls’ project will use the slope of the upper dam to create a natural waterfall. A waterway will be built along the parking area below the dam. The water used in the waterfall will be collected at the end of the stream, recycled and pumped back to the top of the dam. The area will be developed to create recreational spaces and restaurants.","domain":"hydraulic_engineering"}
{"url":"http://www.greensburgdailynews.com/local/x1221256623/Design-firm-wins-award","date":"2014-08-23T05:30:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-35/segments/1408500825174.42/warc/CC-MAIN-20140820021345-00236-ip-10-180-136-8.ec2.internal.warc.gz","language_score":0.9426177740097046,"token_count":137,"dump":"CC-MAIN-2014-35","global_id":"webtext-fineweb__CC-MAIN-2014-35__0__159111840","lang":"en","text":"The Indianapolis engineering firm that designed the Gas Creek Watershed improvement project has been recognized with an Engineering Excellence Award.\nAmerican Council of Engineering Companies gave GRW Engineers the award for the improvement project, but also for its revisions of federal flood maps, City Engineer Gary Murray said.\nThe flood control project consisted of the construction of two regional dry retention basins and the placement of an additional culvert under the railroad, Murray said. During the design, engineers corrected modeling errors in the original study design.\nWith the recognition, the project becomes eligible for the organization’s Grand Project Award in March. It also is eligible to enter the organization’s Engineering Excellence Award Program.","domain":"hydraulic_engineering"}
{"url":"http://www.orbitalhydraulicmotor.com/sale-8626112-endurance-hydraulic-pump-motor-with-wet-disc-brake-bmsy-bk02-series.html","date":"2020-07-05T16:15:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655887377.70/warc/CC-MAIN-20200705152852-20200705182852-00129.warc.gz","language_score":0.7264162302017212,"token_count":276,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__2236912","lang":"en","text":"Payment & Shipping Terms:\n|Product Name:||Hydraulic Motor/orbital Hydraulic Motor||Mode:||Geroler Gear Set|\n|Color:||Blue, Grey Or Black||Net Weight:||20-23KGS|\n|Shaft:||Many Type Shaft|\nBMSY-BK02 Series long life hydraulic oribit motor with wet disc brake\nBK2 series brake is one kind of hydraulic wet disc brake. The brake force is\ncaused by the spring, and hydraulic pressure releases the brake force.\n* BK2 series adopts the special friction disc and high strength spring design: long\nlife endurance, low noise, high braking reliability.\n* with 4 Drain port design , the brake can be used in different applications.\n* compact structure, easy mounting.\n* it can be used preferentially together with BMP, BMR, BMS series hydraulic\nBK2 series hydraulic brake is widely used in heavy duty machinery, such as\nengineering machinery, cranes, off-highway machinery vehicles, construction\nmachinery, material handling machinery, agricultural machinery, mining,\nsanitation machinery, timber industries. They are also used in winches and in\nhydrostatic drive systems for automatization engines.\nContact Person: Ms. zhu","domain":"hydraulic_engineering"}
{"url":"http://technoflo.com/greyline-psl-municipal-water-solution","date":"2023-11-30T08:30:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100172.28/warc/CC-MAIN-20231130062948-20231130092948-00437.warc.gz","language_score":0.7514136433601379,"token_count":103,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__75755845","lang":"en","text":"Pulsar Municipal Water Solutions\nAutomatic, hybrid pump station level controller with non-contacting, ultrasonic sensor. Designed for pump stations, wet wells, and tank level control – the Greyline PSL 5.0 Pump Station Level Controller has six independently programmable control relays for pump or valve control, level alarms, autodialers, temperature, or fault alarms.\n- • Pump Stations\n- • Tank Level Control\n- Click The Product Data Sheet Image Above To Download In PDF","domain":"hydraulic_engineering"}
{"url":"http://www.aig-instrumentos.com/en/uncategorized/aig-instrumentos-comienza-estudios-batimetricos-en-el-rio-tuy-edo-miranda/","date":"2020-09-28T05:27:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600401585213.82/warc/CC-MAIN-20200928041630-20200928071630-00433.warc.gz","language_score":0.9436221718788147,"token_count":102,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__73145857","lang":"en","text":"AIG Instrumentos was coffered with a contract for bathymetric survey on Río Tuy, Miranda State. During the study, measure of the depths of the river will be performed along the last 15km to its mouth at the sea. With this information, a model of the riverbed for dredging work will be generated to be implemented in order to prevent flooding in the rainy season affecting the surrounding areas of riverbanks crops.\nEng. Jose Luis Oliver.\nComments are closed.","domain":"hydraulic_engineering"}
{"url":"https://www.sopghreporter.com/story/2018/12/26/meetings/meeting-to-discuss-stormwater-project-at-volunteers-field/19488.html","date":"2022-10-03T19:02:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337428.0/warc/CC-MAIN-20221003164901-20221003194901-00201.warc.gz","language_score":0.8473917841911316,"token_count":139,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__203353187","lang":"en","text":"Meeting to discuss stormwater project at Volunteers Field\nLast updated 12/26/2018 at 8:50pm\nThe Pittsburgh Water and Sewer Authority’s stormwater project at Volunteers Field is part of a larger initiative to reduce pollution, flooding and stormwater runoff within Saw Mill Run.\nThe project will help to reduce sedimentation and improve water quality throughout Saw Mill Run and will manage stormwater within the park.\nThe meeting will share ideas about preliminary design concepts, provide input to coordinate around park activities and help shape the final project design.\nRSVP online using Eventbrite: https://volunteersfieldjanuarycommunitymeeting.eventbrite.com.","domain":"hydraulic_engineering"}
{"url":"http://thietbinganhlanh.net/san-pham/chuyen-mach-dien-refco-karoo/","date":"2021-03-01T18:28:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178362899.14/warc/CC-MAIN-20210301182445-20210301212445-00050.warc.gz","language_score":0.8453319072723389,"token_count":105,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__205179853","lang":"en","text":"- Mô tả\n|The KAROO drain pan pump is a|\nsubmersible condensate removal pump designed to automatically remove condensate water\nfrom refrigerated cases, dehumidifi ers, fan coils and air conditioning systems. The pump is intended to be\ninstalled within a collection tray inside the equipment. The water level is measured by an Electronic Energy\nControl System (EECS) that controls the operation of the pump via the fully-encapsulated circuitry.","domain":"hydraulic_engineering"}
{"url":"https://hillstohawkesbury.com.au/major-flood-update-from-bom/","date":"2022-05-21T19:40:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662540268.46/warc/CC-MAIN-20220521174536-20220521204536-00067.warc.gz","language_score":0.9314484596252441,"token_count":557,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__289684735","lang":"en","text":"MAJOR FLOOD WARNING FOR THE HAWKESBURY-NEPEAN RIVERS The B.O.M. has issued Flood Warning Number 10; and is indicating we could have major flooding similar to the March 2021 flood with the forecast rain tonight and into Thursday.\nNorth Richmond The Hawkesbury River at North Richmond (WPS) is likely to exceed the moderate flood level (7.90 m) around 05:00 pm Wednesday. The river level may exceed the major flood level (10.50 m) Wednesday evening and may reach around 14.00 metres during Thursday, with major flooding. Further rises possible. North Richmond Bridge is now closed.\nThe Hawkesbury River at Windsor (WPS) is expected to exceed the moderate flood level (7.00 m) Wednesday evening. The river level is likely to exceed the major flood level (12.20 m) and may reach around 12.50 metres, with major flooding during Thursday. Further rises are possible.\nThe Hawkesbury River at Sackville is likely to exceed the minor flood level (4.60 m) overnight Wednesday into Thursday. The river level may exceed the moderate flood level (7.30 m) during Thursday and may reach around 8.40 metres Friday morning, with moderate flooding. Further rises above the major flood level (9.70 m) are possible.\nThe Hawkesbury River at Lower Portland may exceed the moderate flood level (6.10 m) Thursday morning. Further rises above the major flood level (7.60 m) are possible.\nThe Hawkesbury River at Wisemans Ferry may reach the moderate flood level (3.50 m) Thursday morning. Further rises to the major flood level are (4.20 m) are possible.\nMinor flooding is occurring along the Colo River at Putty Road. Moderate flooding is possible. The Colo River at Putty Road may reach around 3.50 metres Wednesday evening with minor flooding. Further rises above the moderate flood level (5.7m) are possible.\nWhat you need to do NOW:\nResidents and businesses, in low-lying areas along these river systems and adjoining creeks, should be getting ready to evacuate, if requested. Ensure you take pets and valuables with you.\nHorses and livestock should now be relocated to higher ground or moved to a safer place (or internal gates opened to allow horses and livestock to get to higher ground).\nFor assistance: For emergency help in floods and storms, call the NSW State Emergency Service on 132 500. In life threatening situations call triple zero (000) immediately.","domain":"hydraulic_engineering"}
{"url":"https://www.andersonpine.net/copy-of-patrick-wong-senior-project","date":"2022-07-03T13:51:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104244535.68/warc/CC-MAIN-20220703134535-20220703164535-00372.warc.gz","language_score":0.9476877450942993,"token_count":158,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__75936716","lang":"en","text":"N. Seda Sopaci\nSenior Project Engineer\nMrs. Sopaci is a senior project engineer at Anderson Pine Corporation with 19 years of diverse experience in design and consulting engineering, construction industry and project management. Specialized in a wide range of projects including dams, run-of-the-river type hydropower plant projects, road structures design and construction supervision, and US Embassy construction projects. She worked on hydropower projects from conceptual to final design as well as due diligence works, for energy and irrigation purposes in Turkey, India and Georgia valued at up to $ 3.6M contract cost with total installed capacity between 18 MW and 1300 MW. Mrs. Sopaci is currently doing her M.S. in Geotechnical Engineering at the University of Nevada, Reno.","domain":"hydraulic_engineering"}
{"url":"http://www.peelregion.ca/pw/water/construction/southexpansion/lakeview-water.htm","date":"2018-03-21T07:10:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257647584.56/warc/CC-MAIN-20180321063114-20180321083114-00597.warc.gz","language_score":0.8666999340057373,"token_count":201,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__174798563","lang":"en","text":"Construction Milestones | Expansion Features | FAQ\nCommunity Involvement | Photo Gallery | Contact\nExpansion Projects Details\n- Clarkson Wastewater Treatment Plant\n- Lakeview Wastewater Treatment Facility\n- Lakeview Water Treatment Facility\n- Provincial-mandated Upgrades\nFacility upgrades will meet new waterworks standards by improving both the cross connection safety and disinfection system.\n- Treated Water Storage Reservoir\nThis project provides for treated water storage and disinfection retention time to meet the provincial requirements.\n- High Lift Pumping Station Expansion\nA new pumping station will be constructed at Lakeview to increase the pumping capacity from the treatment plant into the distribution system. This project will renew existing pumping capacity and provide additional high lift pumping capacity until approximately 2016.\n- Treatment Capacity Expansion\nLakeview's treatment capacity will expand to 260 million litres per day, consisting of pre-treatment with ozone and biological active carbon filtration, followed by membrane filtration with provision for ultraviolet disinfection.","domain":"hydraulic_engineering"}
{"url":"https://www.proger.it/en/progetto/centrali-idroelettriche-in-serbia/","date":"2023-09-25T09:26:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233508959.20/warc/CC-MAIN-20230925083430-20230925113430-00447.warc.gz","language_score":0.7618499398231506,"token_count":132,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__50383189","lang":"en","text":"The new Ribarici, Cicevac and Morava hydroelectric power plants feature new weirs along the Ibar River and a series of flap gates with Kaplan turbines along the Morava River. Together the new facilities will generate a total output of 105.4 MW with net hydraulic level changes from 3.6 to 10 meters.\nSistema Rinova D.O.O.\nN.3 Plants in Cicevac 16,2 MW\nN.5 Plants in Ribarici 10 MW\nN.12 Plants in Morava west 79,2 MW\nTotal Power 105,4 MW","domain":"hydraulic_engineering"}
{"url":"https://www.gonewsindia.com/latest-headlines/water-level-in-yamuna-below-danger-mark-8857","date":"2021-09-23T18:07:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780057427.71/warc/CC-MAIN-20210923165408-20210923195408-00388.warc.gz","language_score":0.9599200487136841,"token_count":110,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__185854687","lang":"en","text":"The water level of the Yamuna river was below the danger mark on Saturday morning. This comes a day after the Delhi administration issued a flood alert as the water level in the river breached the danger mark.\nThe water level at the Old Railway Bridge at 8 am was recorded at 205.01 metres.\nOn Friday, Haryana discharged more water into the river from the Hathnikund Barrage. The Delhi Police and the East Delhi district administration started evacuating the people who lived on the floodplains as the danger mark was breached.","domain":"hydraulic_engineering"}
{"url":"https://www.sigmainvest.cz/kaiseba_2-reference-312.html","date":"2023-06-03T20:40:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224649343.34/warc/CC-MAIN-20230603201228-20230603231228-00218.warc.gz","language_score":0.7364645600318909,"token_count":144,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__24480886","lang":"en","text":"Type of project\nReconstruction of drainage pumping station\nDelivery and erection of technological part, project design documentation\n|No. of units||3|\n|Total delivery head [m]||4,9 m|\n|Flow per unit [m3/sec]||1,4 m3/s|\n|Extent of delivery||DT+M|\nReconstruction of drainage pumping station in Iraq. 4 pumps 800-AQTV were delivered. Erected and handed over to investor in 2011.","domain":"hydraulic_engineering"}
{"url":"https://upriseuk.com/2018/10/29/720-mw-karot-hydropower-project-reaches-construction-stage/","date":"2022-05-17T20:41:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662520817.27/warc/CC-MAIN-20220517194243-20220517224243-00540.warc.gz","language_score":0.9525662660598755,"token_count":157,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__106024548","lang":"en","text":"The first hydropower investment project of the China-Pakistan Economic Corridor, the Karot Hydropower Station, has entered the stage of comprehensive construction.\nAccording to a Chinese media website, the construction has begun after successful completion of closure of the Jhelum River, on which the station is being constructed,\nThe hydropower station located in the Karot area of Punjab province is the first hydropower station constructed by Chinese enterprises following Chinese standards.\nThe project will generate clean power of 3.2 billion KW-hours each year after it is completed, which is equivalent to 10 percent of the total hydroelectric power of Pakistan in 2017.\nThe power output is enough to supply power to over two million Pakistani households and is expected to begin operation in 2021.","domain":"hydraulic_engineering"}
{"url":"http://keralakavadam.com/mangalam-dam/","date":"2020-11-30T23:09:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141515751.74/warc/CC-MAIN-20201130222609-20201201012609-00076.warc.gz","language_score":0.9427772760391235,"token_count":151,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__213090919","lang":"en","text":"The Mangalam Dam is constructed on the river Cherukunnapuzha, a tributary of the river Mangalam. A popular picnic site, The Mangalam Dam is located 48 km.south of Palakkad town. The construction of the scenic dam was completed in the year 1956\nLocated on the Alathur – Vadakkanchery Highway, the reservoir fringes on the forest area teeming with wildlife like deer, elephants and a variety of birds. The entire area is quite fascinating with beautiful parks, lawns and statues.\nNearest Railway station : Palakkad\nNearest Airports :Coimbatore Airport 40 km. and Cochin International Airport, Nedumbassery -160 km","domain":"hydraulic_engineering"}
{"url":"https://www.hwhdhybj.com/news/water-conservancy-industry-case-show","date":"2023-06-07T22:28:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224654016.91/warc/CC-MAIN-20230607211505-20230608001505-00350.warc.gz","language_score":0.8347198367118835,"token_count":207,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__252549546","lang":"en","text":"Wanjiazhai Hydropower Station Communication Power System Renewal Project\nThe Wanjiazhai Water Conservancy Project is located in the canyon of the Tuoketuo-Longkou river section, the main stream of the Yellow River. The left bank belongs to Pianguan County, Shanxi Province. The right bank belongs to the Zhungeer Banner of the Inner Mongolia Autonomous Region. The total storage capacity of the reservoir is 896 million cubic meters, the adjustment storage capacity is 445 million cubic meters, the annual water volume of the hub is 1.4 billion cubic meters, and the ground powerhouse behind the dam. There are 6 installed power plants with a total installed capacity of 1080MW and an annual designed power generation of 2.75 billion kw/h.\nThe Contract Scope of This Project Includes:\n[email protected] - Huadian Hongyuan (Beijing) Electronic Technology Co., LTD. - Moving Ring Monitoring System, Machine Room Precision Air Conditioner - All Rights Reserved.","domain":"hydraulic_engineering"}
{"url":"http://www.ascentindiainfo.com/indian-states/uttarakhand/tehri-dam.html","date":"2018-01-23T16:01:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-05/segments/1516084891980.75/warc/CC-MAIN-20180123151545-20180123171545-00584.warc.gz","language_score":0.9789900779724121,"token_count":255,"dump":"CC-MAIN-2018-05","global_id":"webtext-fineweb__CC-MAIN-2018-05__0__20074476","lang":"en","text":"The Tehri Dam is one of the tallest Dam of India as well as tallest in the World. It is 2nd highest dam in Asia situated on the Bhagirathi River near Tehri at Uttarakhand in India. With the Height of 261 meter, the Tehri Dam has become eight highest Dam in the worldwide. Tehri Dam Phase1 was complete in 2006 and second and third phases are under construction (Expected commissioning in 2018).\nThe Tehri Dam project is associated with the cost about eight thousand crores rupees. The Dam is the primary Dam of THDC India LTD and produces around 2400 megawatts of electricity (Tehri HPP 1000MW, Koteshwar HEP 400 MW and Tehri PSP 1000 MW).\nThe Tehri Dam main investigation was completed in 1961 and design was completed in 1972 with a 600 MW capacity power plant. In 1978, dam constriction begun, but after some time it was delayed due to financial and social impact. Tehri Dam project constriction was complete in 2006 and second part, the Koteshwar HEP dam was completed in 2012.\nToday Tehri dam is also a famous tourist place where every year thousands of people come for visit.","domain":"hydraulic_engineering"}
{"url":"http://www.mnmississippiriver.com/upper-st-anthony-falls.cfm","date":"2017-03-29T22:46:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-13/segments/1490218191405.12/warc/CC-MAIN-20170322212951-00279-ip-10-233-31-227.ec2.internal.warc.gz","language_score":0.9312095046043396,"token_count":122,"dump":"CC-MAIN-2017-13","global_id":"webtext-fineweb__CC-MAIN-2017-13__0__182734200","lang":"en","text":"Upper St. Anthony Falls — Minneapolis\nThe Mississippi River forms the third largest drainage basin in the world. Its 29 lock-and-dam system between Minneapolis, Minn. and Granite City, Ill., controls nearly two-thirds of the nation's watershed. The river drops nearly 420 feet along this 669-mile route. The dream of traveling north of St. Anthony Falls on the Mississippi River was made possible when Congress approved the Upper Minneapolis Harbor Development Project in 1937. This project included the construction of the Upper St. Anthony Falls Lock and Dam that was completed in 1963. Tours are available.","domain":"hydraulic_engineering"}
{"url":"http://www.bbs.com.bt/Dagachhu%20Hydropower%20Project%20construction%20to%20start%20by%20October.html","date":"2014-12-20T00:03:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-52/segments/1418802769121.74/warc/CC-MAIN-20141217075249-00003-ip-10-231-17-201.ec2.internal.warc.gz","language_score":0.9793492555618286,"token_count":215,"dump":"CC-MAIN-2014-52","global_id":"webtext-fineweb__CC-MAIN-2014-52__0__177483154","lang":"en","text":"August 18: The construction of the 114 Megawatt Dagachhu Hydropower Project in Dagana is set to begin in October this year. The 200 million dollar project was scheduled to start in January this year.\nThe Dagachhu Hydropower Project was delayed by ten months. The delay was caused by the disqualification of the Maytas Infra. The parent company of Maytas Infra, Satyam, was involved in a corrupt deal in India.\nThe contract has now been awarded to Hindustan Construction Company, the second lowest bidder.\nMeanwhile, the construction of a 19 kilometre access road to the dam site and power house has been completed.\nCurrently, works are being carried out to repair the damage caused by the flood in May this year. The flood has washed away parts of the road near the dam and damaged the bridge to the power house.\nThe 62 kilometre Sunkosh-Chinathang road widening work is also in full swing. The project is expected to be complete by June 2012.","domain":"hydraulic_engineering"}
{"url":"https://www.puricomegypt.com/product-page/up-6000","date":"2022-05-26T20:30:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662625600.87/warc/CC-MAIN-20220526193923-20220526223923-00233.warc.gz","language_score":0.6712114810943604,"token_count":104,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__253094057","lang":"en","text":"High Flow Booster Pump\n- Quick connect design. Easy for installation.\n- Most compact pump with lighter weight.\n- 0~150psi/ 100,000 times inlet water resistance.\n- Self priming: 1.5 m\n- CE certified.\n- This pump can be used in RO systems of 50-75 GPD\nSize 148x66x65(mm) Weight 675g Voltage 24 VDC Rated Power 29 W Power Hertz 50 / 60 Hz","domain":"hydraulic_engineering"}
{"url":"https://gwadaria.com/ntdc-says-500kv-transmission-line-construction-on-schedule/","date":"2021-10-27T19:42:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323588242.22/warc/CC-MAIN-20211027181907-20211027211907-00460.warc.gz","language_score":0.9364177584648132,"token_count":679,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__135896736","lang":"en","text":"LAHORE: The 720 MW Karot Hydro Power Project is being connected to national grid through a 500kV double circuit transmission line existing evacuation arrangements of Neelum Jhelum HPP as per schedule, a statement said on Wednesday.\nThe National Transmission and Despatch Company (NTDC) has achieved 90 percent progress on the transmission line construction. The remaining work will be completed upon receiving go-ahead from Karot hydro power project authorities as the work is to be done inside Karot premises.\nAs part of China Pakistan Economic Corridor (CPEC), the 720-MW Karot hydro power project is being constructed under independent power producer (IPP) mode by China’s Three Gorges Corporation and is located partially in Karot Village of Kahuta, Punjab. The project, costing estimated $1.72 billion was originally planned to be commissioned in December, 2021, however, there is a slight delay in the project execution due to restrictions imposed by the Karot plant authorities as a result of prolonged lockdowns in the wake of Covid-19 pandemic.\nThe Karot hydro power project will be connected to National Grid through a 3km 500kV Double Circuit Transmission Line through in/out arrangement from existing Neelum Jhelum Transmission Line. Contract price for 500 kV transmission line for interconnection to Karot HPP is Rs78.643 million\nThe power will be evacuated through NTDC system and will be delivered to load centers of Punjab province. The clean energy obtained from these hydropower projects will be useful to drive industries etc. and would prove beneficial for the national economy in the large.\nAccording to project details, the financial close of Karot Hydropower Project was achieved in March 2017. The Karot hydropower project is a run-of-river project being built on the Jhelum river. It is being developed by Karot Power Company (KPCL), a special purpose vehicle in which China Three Gorges South Asia Investment (CSAIL) holds a majority share.\nThe project is being developed in the private sector under the Power Policy 2002 on a Build-Own-Operate Transfer (BOOT) basis with an expected concession period of approximately 35 years, which includes the construction period of 5 years and the operation period of 30 years.\nCSAIL was established by China Three Gorges Investments, the overseas intermediary of China’s state-owned China Three Gorges Corporation (CTGC). CTGC was founded to build the Three Gorges Project, which is the world’s biggest hydroelectric power plant with a 22.5GW capacity.\nThe Karot HPP is the fourth of five cascade hydropower stations planned on the Jhelum River. It will generate 3,174GWh (net) of energy a year, which will be sold to NTDC under a 30-year power purchase agreement. The generated power will be sufficient to power approximately seven million households.\nThe reservoir is expected to stretch approximately 27 kilometer upstream of the dam and feature a capacity of 152 million cubic metres at full supply level (FSL), which will be 461m above sea level. The surface powerhouse, consisting of four turbines, will be situated approximately 650m downstream of the dam crest and 300m upstream of the Karot Bridge.","domain":"hydraulic_engineering"}
{"url":"https://www.satelliteevolution.com/post/2020/07/15/satellite-imagery-grand-ethiopian-renaissance-dams-new-reservoir-is-starting-to-fill","date":"2023-02-02T01:26:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499954.21/warc/CC-MAIN-20230202003408-20230202033408-00099.warc.gz","language_score":0.945639967918396,"token_count":186,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__17191291","lang":"en","text":"Satellite imagery: Grand Ethiopian Renaissance Dam's new reservoir is starting to fill\nMaxar Technologies has recently collected new satellite imagery of northwestern Ethiopia that focuses on the status of the Grand Ethiopian Renaissance Dam (GERD) and the Blue Nile River.\nThis massive construction project (nearly $5 billion USD) that has been under construction since 2011 will become the largest dam in Africa and affect Sudan and Egypt, as the river flows north from the dam and, ultimately, becomes the vitally important Nile River.\nMaxar’s most recent satellite imagery collected on July 12th reveals that a large reservoir has started to fill behind the dam. Some estimates claim that it may take as long as 5-7 years to fill the reservoir completely.\nIn the recent Maxar satellite images, significant changes can be seen in the area over the past two weeks as the water levels begin to rise and the reservoir begins to form.","domain":"hydraulic_engineering"}
{"url":"https://edragonmall.com/products/intex-28652-universal-sand-filter-pump-for-above-ground-pools-12000-l-h","date":"2019-02-17T17:56:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247482347.44/warc/CC-MAIN-20190217172628-20190217194628-00354.warc.gz","language_score":0.8720029592514038,"token_count":230,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__229840437","lang":"en","text":"Intex 28652 sand filter pump is the best combination of a filtering device, cost optimization and pool water cleaning.\nThis device is suitable for above-ground pools that have a maximum capacity of 19.150 litres with a diameter of 488 cm and above. It has a flow capacity of 12000 litres per hour.\n- Flow capacity of the filter pump: 12.000 l/h (3,200 ghp)\n- Flow capacity within the pool: 9.200 l/h (2450 gph)\nThe filter is provided with a 6-function valve:\nOur Intex sand filter pump requires the use of quartz sand at the beginning which can be used for about 5 years before being replaced.\nType of sand to be used: ground quartz\nSilicon content = 99%\nParticle size = 0,4 - 0,8 mm\nThe sand is NOT included.\nThe sand filter is supplied with the following accessories:\n- Two 38mm tubes\n- 12h cycle timer\n- pressure meter\n- basket for leaves and debris\n- sand capacity: 55 kg (NOT INCLUDED)","domain":"hydraulic_engineering"}
{"url":"http://www.sermecoleodinamica.com/en/","date":"2023-12-01T09:57:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100286.10/warc/CC-MAIN-20231201084429-20231201114429-00618.warc.gz","language_score":0.8531081080436707,"token_count":72,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__170413729","lang":"en","text":"Design and construction of hydraulic cylinders for over 25 years.\n– Standard cylinders\n– Welded cylinders\n– Tie rod cylinders\n– Cylinders with externally bolted heads\n– Telescopic cylinders with two or more extensions\n– Stainless steel cylinders\n– Cylinders personalised to customer specifications\nAll products can be supplied in paint finished or galvanised.","domain":"hydraulic_engineering"}
{"url":"https://www.wanrongvalve.com/news-show-469186.html","date":"2022-06-28T03:51:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103347800.25/warc/CC-MAIN-20220628020322-20220628050322-00108.warc.gz","language_score":0.9009929895401001,"token_count":224,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__279657574","lang":"en","text":"The valve is used to open and close the pipeline, control the flow direction, adjust and control the parameters of the transmission medium (temperature, pressure and flow) pipeline accessories. According to its function, it can be divided into shutoff valve, check valve, regulating valve, etc.\nThe valve is the control part in the fluid conveying system, which has the functions of cut-off, regulation, diversion, countercurrent prevention, pressure stabilization, diversion or overflow relief, etc. Valves for fluid control systems range from the simplest globe valves to those used in the most complex automation systems.\nValves can be used to control the flow of air, water, steam, corrosive media, mud, oil, liquid metal and radioactive media and other types of fluid. Valves according to the material is also divided into cast iron valves, cast steel valves, stainless steel valves (201, 304, 316, etc.), chromium molybdenum steel valves, chromium molybdenum vanadium steel valves, double-phase steel valves, plastic valves, non-standard custom valves.","domain":"hydraulic_engineering"}
{"url":"http://wowdelhi.com/govt-says-storage-status-of-91-reservoirs-healthy/","date":"2020-01-27T14:37:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579251700988.64/warc/CC-MAIN-20200127143516-20200127173516-00207.warc.gz","language_score":0.971545398235321,"token_count":166,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__2430324","lang":"en","text":"Govt.says storage status of 91 reservoirs healthy\nThe government has said that the water storage status of 91 important reservoirs of the country is healthy as on August 6, 2015.\nIn a statement, it said storage in these reservoirs was pegged at 78.366 BCM, which is 50 percent of total storage capacity .\nThis storage is 93 percent of the storage of corresponding period of last year and 99 percent of storage of average of last ten years.\nThe present storage position during current year is better than the storage position of last year and is also better than the storage of average of last ten years.\nThe total storage capacity of these 91 reservoirs is 157.799 BCM which is about 62pc of the total storage capacity of 253.388 BCM which is estimated to have been created in the country.","domain":"hydraulic_engineering"}
{"url":"http://climateanalyzer.science/python/dashboards/cr_stream.html","date":"2024-04-25T03:05:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296820065.92/warc/CC-MAIN-20240425000826-20240425030826-00697.warc.gz","language_score":0.702018678188324,"token_count":86,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__174367509","lang":"en","text":"Current Temperatures in Degrees Fahrenheit\n| Capitol Reef NP\n| Henry Mountain\nCurrent Flow in CFS\n| Fremont River near Bicknell\n| Escalante River near Escalante\n| Green River at Green River\nData courtesy of USGS. For more information, click on the gage names at the top of this page, above the current flow statistics.","domain":"hydraulic_engineering"}
{"url":"http://dhv-hydroprojekt.com/en,The-most-prestigious-ongoing-tasks-RACIBORZ-DOLNY-RESERVOIR-dry-polder.html","date":"2017-04-24T13:04:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917119361.6/warc/CC-MAIN-20170423031159-00571-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.8163221478462219,"token_count":199,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__201535792","lang":"en","text":"The most prestigious ongoing tasks: RACIBORZ DOLNY RESERVOIR (dry polder)\nThe Raciborz Dolny Flood Protection Reservoir on the Oder River is one of the key elements of the Oder River Valley flood protection. It is being created under the Oder 2006 Programme, as part of a passive and active flood protection system. The total capacity of the Raciborz Dolny Polder will amount to 185 million m3.\nOn 20.07.2011 Hydroprojekt finished the task “Complete building permit application for the project entitled: \"Racibórz Dolny Reservoir on the Oder River in the province Silesia (polder)\".\nThe above-mentioned documentation included:\n- § updated maps for design purposes\n- § water permit aplication\n- § updated preliminary design of 2005.\nCurrently, negotiations are ongoing regarding the elaboration of the detailed design.","domain":"hydraulic_engineering"}
{"url":"https://www.sdtank.pl/en/services/construction-and-installation-works.html","date":"2023-12-05T01:44:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100540.62/warc/CC-MAIN-20231205010358-20231205040358-00478.warc.gz","language_score":0.934948205947876,"token_count":93,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__2742266","lang":"en","text":"Construction and installation works\nAs part of works at the construction site during tanks and pumping station installation, we offer additional support at every stage of the investment.\nThe scope of construction and installation works performed by our specialists includes:\n- Execution of brick, concrete, reinforced concrete construction works.\n- Renovation, adaptation and reconstruction of buildings, tanks and underground chambers.\n- Demolition works.\n- Construction of external water supply and sewage networks with connections.","domain":"hydraulic_engineering"}
{"url":"https://themuslimkashmir.com/2022/08/30/hydroelectric-projects/","date":"2022-09-30T12:26:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335469.40/warc/CC-MAIN-20220930113830-20220930143830-00432.warc.gz","language_score":0.9651088118553162,"token_count":324,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__172202756","lang":"en","text":"Kishtwar district of Jammu and Kashmir will be the new power hub when different hydroelectric projects started by the government are completed.\nThe surplus power from Kishtwar will not only be utilised for other parts of the UT, but will also be sold to other States in future.\n1000 MW Pakal Dul Project, 624 MW Kiru Project, 540 MW Kwar Project and 930 MW Kirthai Project are all located in close vicinity of each other, along with 850 MW Ratle Project which has been revived as a Joint venture between the Centre and the J&K government.\nPakal Dul HE Project (1000MW) is under active construction after river diversion was carried out. The project will generate 3230 MWs annually and is expected to be completed by July 2025. Kiru HE Project (624 MW) is also under active construction. The river diversion was carried out recently and after completion it will generate 2272 MWs annually. The project is expected to be completed by July 2025.\nThe work on Kwar Hydro Electric Project (40MW) started in 2022 and the project will generate 1975 MUs annually and scheduled completion is in November 2026.\nRatle HE Project (850 MW) is under construction and work started by awarding EPC Contract in January 2022.\nThe scheduled date of commissioning of the project is 10th Feb 2026 and once commissioned, project will generate 3136 MUs annually. Kirthai-II HE Project (930 MW) is under investigation and will generate 3329.52MUs annually on commissioning.","domain":"hydraulic_engineering"}
{"url":"https://pypi.org/user/jackvreeken/","date":"2022-12-09T08:58:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446711394.73/warc/CC-MAIN-20221209080025-20221209110025-00131.warc.gz","language_score":0.6562572717666626,"token_count":203,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__89429048","lang":"en","text":"Toolbox for control and optimization of water systems.\nPython bindings for the Wanda API\nHeat network models for RTC-Tools 2.\nHydraulic structures models for RTC-Tools 2.\nModel for salt intrusion through shipping locks.\nLibrary for communicating with Delft-FEWS\nA python/modelica based simulation environment.\nTypo fallback for FEWS-IO\nSimple and hydraulic Modelica routing models for RTC-Tools 2.\nWater allocation models for RTC-Tools 2.\nHydraulic network skeletonizer\nToolbox for control and optimization of water systems","domain":"hydraulic_engineering"}
{"url":"https://hidro-energia.org/en/the-10-biggest-hydroelectric-power-plants-in-the-world/","date":"2023-12-11T19:48:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679516047.98/warc/CC-MAIN-20231211174901-20231211204901-00287.warc.gz","language_score":0.9437705874443054,"token_count":937,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__231555616","lang":"en","text":"Hydropower is the leading renewable source for electricity generation globally, supplying 71% of the renewable electricity and generating nearly 20% of the electricity from all type of sources. Hydroenergy Association profiles the world’s ten biggest hydroelectric power production facilities based on installed capacity.\nThree Gorges, China\nThe Three Gorges hydroelectric power plant (HPP) is the world’s largest hydropower complex project, located in one of the three gorges of the Yangtze River in China with installed capacity of 22 500 MW. The power plant consist of 32 turbines of 700 MW each and two 50 MW power generators. Annual power output of the plant is estimated at 85 TWh. The generated power is supplied to nine provinces and two cities, including Shanghai.\nItaipu, Brazil & Paraguay\nThe Itaipu hydroelectric power plant is the world’s second largest HPP, located at the Brazilian-Paraguanian border with an installed capacity of 14 000 MW. Each year Itaipu generates 70 TWh of electricity, supplies about 17% of Brazil’s energy consumption, 72% of the energy consumed in Paraguay and avoids 67.5 million tons of carbondioxide emissions.\nThe Guri power project ranks as the world’s third biggest hydroelectric power station with an installed capacity of 10 200 MW. The Venezuelan facility is located on the Caroni River in the Bolivar State of southeastern Venezuela. The plant provides 12 900 GWh of energy to the country which means around 70% of the country’s energy needs are met by the Guri power plant.\nAlmost 80% of the energy generated in Brazil and consumed domestically origins from hydro power plants. The 8 370 MW Tucurui power plant in Tucurui, Para, Brazil is the fourth largest hydroelectric power plant in the world.\nGrand Coulee, USA\nThe Grand Coulee hydropower project is currently the world’s fifth biggest HPP, located on the Columbia River in Washington,US with an installed capacity of 6 809 MW. The Grand Coulee hydropower station consist of three power plants commissioned between 1976 and 1980. The Hydroelectric power plant produces approximately 35% of the total renewable electricity in the US and 6.1% of the total electricity in the country.\nThe Sayano-Shushenskaya HPP, located on the Yenisei River in Khakassia, Russia, ranks as the sixth biggest hydroelectric power station worldwide. The power facility, operated by RusHydro, has an installed capacity of 6 400 MW. It generates 23.5 TWh of energy annually. The plant was shut down in 2009 following an accident which caused damage to nine of ten turbines. The replacement of the damaged turbines took over 5 years. Over 2 000 people were involved in the rescue work and liquidation of the consequences after the accident. The rebuilding of the energy rooms costed 880 million euro.\nThe Longtan HPP, located on the Hongshui River in Tian’e Country, China, is the seventh largest hydroelectric facility in the world and the sixth biggest in Asia. The installed capacity of the plant is 6 300 MW. Construction of the power plant started in May 2007 and the project became fully operational in 2009. The annual generating capacity is estimated at 18.7 TWh.\nKrasnoyarsk hydroelectric power plant is currently the eight largest HPP in the world with an installed capacity of 6 000 MW. The construction of this project started in 1956 and was completed in 1972. The power plant consists of 12 generating units with a capacity of 500 MW each. The power station’s annual generating capacity is 18.4 TWh.\nThe Robert-Bourassa generating station is a hydroelectric power plant on the La Grande River in Canada. Its 16 units were gradually commissioned between 1979 and 1981. With an installed capacity of 5 616 MW it is the largest power station owned by Hydro Quebec and the largest underground power station in the world. The Robert-Bourassa HPP is located underground about 6 km downstream of the main dam.\nChurchill Falls, Canada\nThe 5 428 MW Churchill Falls generating station, located on the Churchill River in Newfoundland, Canada, ranks as the tenth largest hydroelectric power plant in the world. This is also an underground power station and is the second-largest in Canada after the Robert-Bourassa. Currently Churchill Falls generates 1% of the North America’s hydroelectric power.","domain":"hydraulic_engineering"}
{"url":"http://www.nda.ac.jp/cc/mechsys/eng/staff_lab/fluid_sys/index.html","date":"2022-07-05T06:09:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104514861.81/warc/CC-MAIN-20220705053147-20220705083147-00694.warc.gz","language_score":0.7318095564842224,"token_count":342,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__51173611","lang":"en","text":"The Fluid System course undertakes education and research into devices and systems that use fluids. Students work on research aiming to develop higher levels of performance and functionality in fluid power systems (mechanical systems which transmit power through the medium of fluid), particularly hydraulic systems, by gauging the internal behaviors of fluidic devices such as pumps and valves, establishing hydraulic control systems using artificial intelligence, proposing new flow volume measurement methods, identifying new hydraulic servo systems and developing fluid systems with reduced levels of noise and vibration.\nCurrent Teaching：Fluid MechanicsⅠ, Fluid MechanicsⅡ, Fluid Machinery, Design of Mechanical Systems Element, Advanced Electro-Hydraulic Control, Fluid Power System\nResearch Interest：Fluid Machinery, Fluid Power System, Control Engineering\nKeywords：Dynamic Behavior in Positive Displacement Pumps, Hydraulic Servo Systems, Fluid Measurements, Neural Network, System Identification\nAssociate Professor：ICHIYANAGI, Takayoshi\nCurrent Teaching：Fluid MechanicsⅠ, Fluid MechanicsⅡ, Design of Mechanical Systems Element, Science and Engineering Guide\nResearch Interest：Fluid System, Fluid Machinery, Fluid Power System, Fluid Borne Vibration\nKeywords：Fluid Borne Noise and Vibration, Hydraulic Silencers, Positive Displacement Pumps, Hydraulic Actuator Control System","domain":"hydraulic_engineering"}
{"url":"https://feedbackoysg.com/new-project-construction-of-flood-management-structures-at-ikumapayi-olodo-ibadan/","date":"2023-06-07T01:25:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224653501.53/warc/CC-MAIN-20230607010703-20230607040703-00461.warc.gz","language_score":0.9308257699012756,"token_count":128,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__229198548","lang":"en","text":"An update on the construction of flood management structure at Ikumapayi, Olodo, Ibadan. In July 2020, Governor Seyi Makinde visited the area after a flood and promised to address the issue of perennial floods in the area. The project is being executed by Egbeda Local Government Authority and is expected to be completed by November 2021.\nBelow is a slideshow of pictures of the construction at Ikumapayi, Olodo, Ibadan.\nPingback: Update on the Construction of Flood Management Structure at Ikumapayi Olodo Ibadan. | Oyo State Feedback Service","domain":"hydraulic_engineering"}
{"url":"https://zotsupply.com/shop-categories/belimo-control-valves/belimo-zonetight-pressure-independent-zone-valve/","date":"2024-04-15T22:21:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817033.56/warc/CC-MAIN-20240415205332-20240415235332-00336.warc.gz","language_score":0.8911844491958618,"token_count":107,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__6410118","lang":"en","text":"ZoneTight Pressure Independent\nThe PIQCV combines a differential pressure regulator with a 2-way control valve to supply a specific flow for each degree of ball opening regardless of system pressure fluctuations. The valve performs the function of a balancing valve and control valve in one unit. Available in sizes 1⁄2 and 3⁄4 inch. The Belimo ZoneTight Pressure Independent Zone Valve is the smallest pressure independent characterized ball valve in the market. It's low power consumption is up to 95% less than conventional zone valves.","domain":"hydraulic_engineering"}
{"url":"http://southcentral.construction.com/southcentral_construction_news/2010/0701_FloodProtectionContract.asp","date":"2015-11-30T13:19:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-48/segments/1448398462665.97/warc/CC-MAIN-20151124205422-00110-ip-10-71-132-137.ec2.internal.warc.gz","language_score":0.9436994194984436,"token_count":159,"dump":"CC-MAIN-2015-48","global_id":"webtext-fineweb__CC-MAIN-2015-48__0__38398598","lang":"en","text":"Odebrecht USA recently announced that it has been awarded a major hurricane flood-protection contract by the U.S. Army Corps of Engineers for the Jefferson Parish Lakefront community in the Greater New Orleans Area.\nThe $175 million project consists of four individual pump stations on the South end of Lake Pontchartrain, approximately 11 mi northwest of downtown New Orleans in Jefferson Parish, Louisiana.\nOdebrecht previously completed a floodwall and two levee projects for the U.S. Army Corps of Engineers.\nThe new project includes the construction of Frontage Protection Floodwalls across the discharge basins at Pumping Stations 1 through 4. Also included in the project’s scope are significant improvements to two existing Breakwaters at Pumping Stations 2 and 3.","domain":"hydraulic_engineering"}
{"url":"http://e4.polkan.ru.net/rainwater-harvesting-ppt-free-download/","date":"2020-09-25T19:22:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400228707.44/warc/CC-MAIN-20200925182046-20200925212046-00769.warc.gz","language_score":0.6882890462875366,"token_count":204,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__194535685","lang":"en","text":"Rainwater harvesting ppt free download\nRainwater harvesting presentation. Pptx.Rainwater powerpoint template.Rain water harvesting.Rainwater harvesting (rural) (ppt).Rainwater harvesting seminar and ppt with pdf report.Ppt on rain water harvesting.Presentation on rainwater harvesting youtube.Water harvesting potential of mumbai success stories in mumbai….Water catchment system presentation.Rainwater harvesting.10 rainwater harvesting system g y.Rain water harvesting techniques unicef wash myn. Ppt.Oregon smart guide: rainwater harvesting.Rain water harvesting ppt.Rainwater harvesting overview powerpoint presentation.Rainwater harvesting. Ppt video online download.Ppt – rainwater harvesting and watershed management.Artificial recharge and rain water harvesting powerpoint presentation.Rainwater harvesting.Rain water harvesting presentation.\nBest programs for tablet pc\nLe grand guide visuel du corps humain\nFree wallpapers laptop download\nSpinal anaesthesia ppt\nBasis swap example","domain":"hydraulic_engineering"}
{"url":"https://porr.pl/en/media/press-releasess/overview/press-release/news/wzmocnimy-ochrone-przeciwpowodziowa-w-kotlinie-klodzkiej/","date":"2024-04-18T00:28:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817184.35/warc/CC-MAIN-20240417235906-20240418025906-00178.warc.gz","language_score":0.8311019539833069,"token_count":418,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__52104931","lang":"en","text":"The contracted works are part of the Flood Control Project in the Oder and Vistula River Basins which is being implemented by Wody Polskie. Among other things, they included the construction of the Roztoki Bystrzyckie dry flood reservoir which was completed by PORR in 2021. The new task will involve modernising the flood control infrastructure along the most endangered sections of rivers Kamienny Potok and Bystrzyca Dusznicka.\nThe Kamienny Potok project will modernise protections on both banks of the river over a total length of 1,870 m. It will include repair and restoration works, ichthyological unblocking by converting 3 surges to rapids, reconstruction and replenishment of regulatory walls, restoration of bank protection and construction of an emergency bottom water intake.\nModernisation on the Bystrzyca Dusznicka will include protections on both banks of the river along a total length of 2,813 m. Regulatory walls and embankment reinforcements will be rebuilt and enlarged, the riverbed unblocked, and water outlets rebuilt. In addition, a new 200m-long flood barrier and debris protection will be constructed. They will protect infrastructure and tourist facilities in the immediate vicinity from flooding.\nFacts and figures in a nutshell:\n|Flood control of the Bystrzyca Dusznicka River Valley: Polanica-Zdrój, Szczytna, river Kamienny Potok under the Flood Protection Project in the Oder and Vistula River Basin\n|Scope of works:\n|Państwowe Gospodarstwo Wodne Wody Polskie [State Water Management Authority Wody Polskie] - Regional Authority in Wrocław\n|PLN 36 million\n|Time for evaluation:","domain":"hydraulic_engineering"}
{"url":"https://satakemultimix.com.my/product/supermix-mr210-impeller","date":"2023-12-04T10:26:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100527.35/warc/CC-MAIN-20231204083733-20231204113733-00699.warc.gz","language_score":0.8915619850158691,"token_count":152,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__83672539","lang":"en","text":"Supermix MR210 Impeller\nHigh Sanitary Large Impeller Type Impeller\nSKU : SA002\nAvailability : In Stock\n◎ Features as a high-efficient type of large impeller that enhanced mixing performance at low power.\n◎ The vertical impeller blade area is mainly to control the pressure distribution inside tank. Additionally, the suction flow from the liquid is reinforced by the clearance effect between the main impeller blade and shaft.\n◎ The precise design of this impeller enables optimum flow effect and mixing effect to be achieved with less impeller blade area and simple impeller design.\n◎ The main applications are for reaction system and liquid-liquid mixing, particularly for medium and high viscous liquids.","domain":"hydraulic_engineering"}
{"url":"http://www.binlongsport.com/products/show-htm-itemid-30035.html","date":"2019-10-20T18:05:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986717235.56/warc/CC-MAIN-20191020160500-20191020184000-00447.warc.gz","language_score":0.7465473413467407,"token_count":659,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__3087818","lang":"en","text":"Multi-stage Deep Well Submersible Water Pump Capacitor 1.5 φ145mm 220/380V 1-3hp\n- Total supply:\nThe date of payment from buyers deliver within days\nBrowse the number:\nProduct DetailsMulti-stage Deep Well Submersible Water Pump Capacitor 1.5 φ145mm 220/380V 1-3hp\n150QJD4/6N Submersible pump for deep well\nMYHOME FOVOL Pump Industry 150QJD4N/6N Multi-stage Flow of Water-Cooling Deep Well Submersible Pump Capacitor built-in High Lift 1.5\"φ145mm 220/380V 1-3hp\nProduct Introduction of Multi-stage Deep Well Submersible Water Pump Capacitor 1.5 φ145mm 220/380V 1-3hp\n150QJD is equipped with multi-stage submersible pump, water-cooling cooper movement, multi-stage durable centrifugal impeller and radial direction guide vane structure. Single mechanical seal and double mechanical seal from Italy are applied and O shape rubber sealing ring is applied at fixed spigot for static seal.\nProduct Features of Multi-stage Deep Well Submersible Water Pump Capacitor 1.5 φ145mm 220/380V 1-3hp:\nImproved motor: higher power, water cooling motor, lower temperature rising, larger flow.\nImproved impeller: 304 stainless steel impeller ensures long term operation of the pump.\nLow water level operation is available if the water comes into the bottom section, minimum diving depth 112mm.\nIntegral 304 stainless steel housing\nStainless intensified pump cover(202)\nPump size5-7/810” (145mm) diameter\nEngineering plastics nylon seat, effectively reduces friction of sand to impeller\n304 stainless steel impeller\nCooper motor winding\nAutomatic lubricating motor bearing with longer service life\nInternal over-temperature protection device\nInsulation grade: F\nThe pump has applied multi-stage impeller structure with higher lift and wider range of application, which can be applied in long range water supply, breeding industry high efficient oxygenation, well drawing, mine water supply, agricultural irrigation, water tower supply and non-corrosive transmitting.\nHighest liquid temperature no more than 40℃\nLargest media particle no bigger than 0.02%\nPH value of media shall be around 6.5-8.5.\nMaximum diving depth 100 meter, no less than 5mm\nPower source frequency 50Hz, single phase alternating current 220V, three phase alternating current 380V，voltage fluctuation ranges ±10% of rated value.\n- Audio & Sets\n- Disk, Cassette, Tape & Record\n- Drone & UAV\n- HDMI Equipment\n- Portable Audio Appliance\n- Radio & Cassette Recorders\n- TV & Parts\n- Battery & Charger\n- Electrical Toys\n- Entertainment Electronics Accessories\n- Learning Machine\n- Mobile Phone & Accessories\n- Photographic Apparatus\n- Two Way Radio\n- Wearable Devices\n- eBook Reader","domain":"hydraulic_engineering"}
{"url":"https://hagihon.co.il/Branches/?nodeId=1415","date":"2019-12-10T14:07:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540527620.19/warc/CC-MAIN-20191210123634-20191210151634-00331.warc.gz","language_score":0.8804839253425598,"token_count":110,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__79501406","lang":"en","text":"6140. Master Plan for Jerusalem, year 2040 - NIS 0.15 million\nThe preparation of a master plan for Jerusalem for the year 2040 will be completed this year by Tahel Company. The plan will include recommendations on an orderly planning and implementation plan for future years, for replacements, expansions and upgrades of water lines and construction of pressure reduction facilities. The need for the upgrade of pumping stations and / or the construction of new pumping stations, the construction of new pools etc., will be tested for the target year of 2040.","domain":"hydraulic_engineering"}
{"url":"https://www.hydrologicsystems.com/collections/reverse-osmosis-pumps/products/micro-75-pressure-booster-pump-110v","date":"2022-12-01T20:37:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710869.86/warc/CC-MAIN-20221201185801-20221201215801-00349.warc.gz","language_score":0.6659258604049683,"token_count":149,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__202372239","lang":"en","text":"micRO-75™ Pressure Booster Pump 110V\n- Connects inline before the system. Boosts pressure to 65 psi for optimum flow rate. For low pressure (below 40 psi) situations or those wanting higher flow rates. With ¼\" quick connect (QC) fittings, high pressure switch and low voltage transformer.\n- Dimensions (H x W x D): 3.5\" x 7.56\" x 5\"\n- Weight: 5.075 lbs\n- Tariff: 8413810030\nmicRO-75 Pressure Booster Pump 110V DownloadsPrint\nPart Number: HL 29060","domain":"hydraulic_engineering"}
{"url":"http://irvalves.com/hydraulic-transmitter/","date":"2020-10-19T20:42:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107866404.1/warc/CC-MAIN-20201019203523-20201019233523-00231.warc.gz","language_score":0.9257475137710571,"token_count":213,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__78389173","lang":"en","text":"The Hydraulic Transmitter is a design that producing pressure by turning handwheel, which provide the power by pumping the hydraulic oil and the actuator which is fitted onto the valve body and receives the hydraulic oil from the transmitter to actuate the valve.\nOur design does not require electricity and manual operating, therefore, it can be installed anywhere and easily. The Hydraulic Transmitter is compatible with a various type of valves including Butterfly, Gate, Globe and Angle Valves.\nThe transmitter come with indicator that helps to know the degree of Open/Close.\n- The usability is very excellent and able to generating high pressure by easy operation.\n- The design come with built-in check valve and relief valve therefore easy to pressure control and no leakage.\n- It is able to select best product in accordance with actuator size by diversification of model according to volume.\nSpecial external painting available\nMaterial: Ductile Iron with Stainless Steel trim.\nOperating Fluid: Oil\nTemperature Range: -30oC to -80oC","domain":"hydraulic_engineering"}
{"url":"http://bgessaykxfy.xantatech.us/the-dulhasti-power-plant.html","date":"2018-10-20T14:57:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583512836.0/warc/CC-MAIN-20181020142647-20181020164147-00079.warc.gz","language_score":0.8576075434684753,"token_count":939,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__165801118","lang":"en","text":"Revision of tariff for dulhasti hydroelectric power station (3 x 130 mw) maintenance period, thereby decreasing the plant availability of the. Dulhasti hydroelectric power plant india is located at dam near village dal, powerhouse near dasti, disrict doda, jammu and kashmir, india. As modi launches nhpc's kishenganga power plant, pdp flaunts its the pdp had been to pursue the return of the power projects — dulhasti. Pin code: dul hasti project, doda, jammu and kashmir, india, pincode search, post office details, all india post office data. View essay - case study 81 the dulhasti power plant from is 3445 at itt tech maria gonzalez pm3110 date due: 10/20/2014 unit 5: simulation case study.\nThe following page lists hydroelectric power stations that generate power using the run-of-the-river method dul hasti dam and hydroelectric power project. From the given case study, it is clear that adverse geographical conditions caused the french consortium to experience project cost overruns period to. Read this essay on rampal power plant come browse our large digital warehouse of free sample essays get the knowledge you need in order to pass your. These include pakal dul, dul hasti, rattle, baglihar, sawalkot, and salal hydroelectric projects this will enhance the power generation.\nDetails :the pakal dul h e project of 1000 mw installed capacity is proposed on river marusadar, power house, : underground dulhasti (stage-ii) hep. 52) which is currently the biggest power generation project of j&k ans salal hydro electric ans) salal, baghlihar and dul hasti (390 mw) 56 ) what is the. Involved across the entire chain of hydro power project development dulhasti baira siul parbati ii parbati iii subansiri lower chamera ii dhauliganga i. The dul hasti power station is a run of the river hydroelectric scheme located on the river chenab envisaging generation of 390 mw of power. 1, hydroelectric project name, dulhasti hydroelectric project 2, hydroelectric project name alias 2, dulhasti power house, powerhouse.\nSrinagar—missing memorandum of understanding (mou) on dul hasti power project with the national hydroelectric power corporation ltd. Chenab valley power projects ltd will be initially be involved in development phase of 450 mw dulhasti hydro-energy power (hep) project. Dul hasti is a 390 mw hydroelectric power plant in kishtwar district of jammu and kashmir, india built by nhpc the power plant is a run-of-the-river type on.\nThe 390 mw dulhasti hydro electric power project, which was hit by delays and cost escalation, will be dedicated to the nation on saturday. Full-text paper (pdf): hydro power energy for sustainable in addition, small hydropower (shp) represents an alternative to fossil fuel generation and are uri hydroelectric dam (480 mw), dulhasti (390 mw), sal al (690 mw). Redlands power plant 1893 mill creek no 1 was the first 3-phase commercial ac power plant in north america this small powerhouse just east of redlands. Implement three hydro power projects in kishtwar as under- 1 pakal dul hep ( 1000 dul hasti stage ii he project has also been entrusted to cvpp, dpr.\nThe 330 mw power project plans to build a barrage on the neelam in gurez and dul hasti, uri ii, chutak, nimoo bazgo, dumkhar, ratle and sawalkote are all. Dul hasti project , kishtwar , jammu and kashmir , details map , pin code , latitude and longitude. This is a case study and analysis on the dulhasti dam power plant project in india it highlights those areas which experienced the big hits in. The case of the new power plant teaching instructions overview in this case study, students analyze the trade-offs involved in developing new sources of.","domain":"hydraulic_engineering"}
{"url":"http://www.ca-aade.org/2018-Oct-25_2wyp8x-copper-ore-pumps-tank-drainage-pumps.html","date":"2019-04-20T03:15:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578528481.47/warc/CC-MAIN-20190420020937-20190420042032-00073.warc.gz","language_score":0.7006863355636597,"token_count":133,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__130998994","lang":"en","text":"Descaling Pump Wholesale, Pump Suppliers\nDescaling Pump, Wholesale Various High Quality Descaling Pump Products High Pressure Drainage water Clean Plunger Pump For Industrial Systems lingben petrol power jet presssure washer with copper plunger pump 2600 12V electric household battery pump sprayer high pressure cleaner with 17L water tank.\nTaizhou Yijie Pump Co., Ltd. Submersible Sewage Pump,Stainless .\nTaizhou Yijie Pump Co., Ltd., Experts in Manufacturing and Exporting Submersible Sewage Pump,Stainless Steel Drainage Pump and 83 more Products.Get Price","domain":"hydraulic_engineering"}
{"url":"https://www.wayvik.com/contents/en-us/d77_High_Shear_Mixers___Homogenisers.html","date":"2019-06-25T00:32:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627999779.19/warc/CC-MAIN-20190624231501-20190625013501-00233.warc.gz","language_score":0.7146046161651611,"token_count":253,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__70529467","lang":"en","text":"70mm DIA 4-blade rotor head. 560mm LONG shaft. General purpose shear head. 0.75kW 2900-rpm 415/3/50 EExdIIB T4 motor. Silverson model D hydraulic lifter.\n1 kW 2870-rpm motor with inverter speed controller. Pneumatic lift and lower.\n1.85/1.3 kW 2850/1420-rpm 415/3/50 two speed motor. 100mm diameter 4-blade impeller with general purpose shear head. 620mm LONG shaft. Complete with mobile hydraulic lift stand.\n1180mm long shaft with 180mm diameter close tolerance shear head. 22 kW 1450-rpm 415/3/50 EExe motor. Hydraulic lift and lower.\n810mm long shaft. 130mm DIA close tolerance shear head. 11 kW 2930-rpm 415/3/50 EEx motor. Hydraulic lift and lower\n3kW 2865-rpm 415/3/50 ATEX II EExd II C 14 motor direct coupled to 760mm LONG shaft and 100mm DIA 4-blade rotor head. Mounted on mobile castoring frame with hand pump hydraulic lift.","domain":"hydraulic_engineering"}
{"url":"https://www.ukrinform.net/rubric-economics/2191868-energy-ministry-construction-of-a-new-hydroelectric-power-plant-to-cost-uah-1347-bln.html","date":"2017-03-28T17:40:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-13/segments/1490218189802.72/warc/CC-MAIN-20170322212949-00103-ip-10-233-31-227.ec2.internal.warc.gz","language_score":0.9035038352012634,"token_count":183,"dump":"CC-MAIN-2017-13","global_id":"webtext-fineweb__CC-MAIN-2017-13__0__236790715","lang":"en","text":"Energy Ministry: Construction of a new hydroelectric power plant to cost UAH 13.47 bln13.03.2017 10:39 393\nThe Cabinet of Ministers has supported a feasibility report on the construction of a new Kakhovska hydroelectric power plant worth UAH 13.47 billion.\nThe Ukrainian government approved a relevant decision on March 10, Nashi Groshi reports.\nIn an explanatory note to a draft government decision, the Energy and Coal Industry Ministry of Ukraine said that the construction of the new hydroelectric power plant will be financed via the tariff for electricity generation at PJSC Ukrhydroenergo, own funds of the enterprise and loan credits taken under state guarantees on the terms of the EBRD and the EIB co-financing.\nThe sum of loans will approximately total over UAH 12 billion. The construction is expected to last for 72 months.","domain":"hydraulic_engineering"}
{"url":"http://gibbsandregister.com/our-projects/storm-utilities/index.html","date":"2019-03-25T05:39:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912203755.18/warc/CC-MAIN-20190325051359-20190325073359-00498.warc.gz","language_score":0.8943410515785217,"token_count":207,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__183892497","lang":"en","text":"Cedar River Stormwater Outfall\n- Project Value: $ 3,257,000\n- Project Status: Completed January 2008\n- Client: City of Jacksonville\n- A/E: CDM Inc.\nThis project involved the excavation of a 265,000 CY storm retention pond which included heavy clearing and grubbing, storm structures and piping, articulating concrete matting system, concrete retaining and weir wall, grassing, fencing, guardrail and signage.\nCedar River Photo Gallery\nJones Ave. Stormwater Improvements\n- Project Value: $ 3,878,000\n- Project Status: Completed November 2007\n- Client: Orange County\n- A/E: DRMP\nThis project included the excavation of approximately 165,000 CY of material from the stormwater pond and roadside canals. The canal excavation included the removal of over 40,000 CY of unsuitable material (muck). The drainage system for the project included over 2,900 lf of RCP and several structures.","domain":"hydraulic_engineering"}
{"url":"https://www.stjoemo.info/816/Hyde-Splash-Pad","date":"2021-06-23T12:22:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623488538041.86/warc/CC-MAIN-20210623103524-20210623133524-00457.warc.gz","language_score":0.9783163666725159,"token_count":113,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__45184276","lang":"en","text":"A new water featured at Hyde Park was approved by voters in August 2018, as a project in the Capital Improvements Program (CIP) half-cent sales tax. Crews have already demolished the existing pool at the park. Preliminary design work in preparation for the construction of the new water feature is the next steps in the project. The final phase will consist of the construction and completion of the water feature, which is anticipated by 2021. Funding, in the amount of $2,500,000, was allocated through the CIP half-cent sales tax.","domain":"hydraulic_engineering"}
{"url":"http://atlasteknik.com/english/imi-ta/","date":"2021-12-07T12:43:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363376.49/warc/CC-MAIN-20211207105847-20211207135847-00303.warc.gz","language_score":0.8552125692367554,"token_count":119,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__153967752","lang":"en","text":"The STAD/STAF balancing valve delivers accurate hydronic performance in an impressive range of applications. STAD/STAF is ideal suited for use mainly on the secondary side in heating and cooling systems, and tap water systems.\nDifferential Pressure Relief Valves\nUsed in heating and cooling systems, the BPV proportional relief valve works quietly to ensure a minimum flow level in the pump while maintaining the desired supply temperature when operating at low loads.\n- Proportional relief\n- Adjustable differential pressure (Δp)","domain":"hydraulic_engineering"}
{"url":"https://test.bizcommunity.com/Article/172/40/76358.html","date":"2022-08-20T02:26:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882573876.92/warc/CC-MAIN-20220820012448-20220820042448-00447.warc.gz","language_score":0.9549404382705688,"token_count":213,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__34248776","lang":"en","text":"In May 2011, Kenya announced its least cost power development plan (LCPDP) which includes small hydropower projects with a combined capacity of 1,000 MW. Uganda's national development plan (2010-2014) includes a number of hydropower projects, which are under construction or in the planning stage, with a combined capacity of 1740 MW.\nOther significant African national hydropower developments and/or feasibility studies took place during 2011 in Ethiopia, the Democratic Republic of Congo and Mozambique. Regionally - the governments of Burundi, Rwanda, and Tanzania announced their plans to build a 90 MW hydropower project on the border between Rwanda and Tanzania. The project will supply power to all three countries.\nIn recent years Ethiopia has accelerated the development of its hydropower potential. In March 2011, Ethiopian Prime Minister Meles Zenawi announced construction of the Grand Renaissance Dam, scheduled to be completed by 2017. The project,\nesi-africa.com says, is planned to have 6,000 MW of installed capacity.","domain":"hydraulic_engineering"}
{"url":"http://www.rpu.org/about-rpu/facilities/lake-zumbro-water-level.html","date":"2013-05-21T16:49:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368700212265/warc/CC-MAIN-20130516103012-00037-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.8780598640441895,"token_count":99,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__147391349","lang":"en","text":"Lake Zumbro Water Level\nData is updated when the lake level changes. All data provided is unofficial.\nThe Lake Zumbro Water Level was 922.22 ft., or approximately 2.2 ft. above the crest and the Lake Zumbro Dam Tail Water Level was 869.98 ft. on 05/21/13 at 11:36:03 AM.\n|Water level:||922.22 ft. |\n2.2 ft. above crest","domain":"hydraulic_engineering"}
{"url":"https://www.visitmt.com/listings/general/dam/canyon-ferry-dam.html","date":"2021-04-11T12:26:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618038062492.5/warc/CC-MAIN-20210411115126-20210411145126-00524.warc.gz","language_score":0.9602881669998169,"token_count":380,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__12311468","lang":"en","text":"Canyon Ferry Dam is a flood control reservoir located northeast of Helena on the Missouri River. Canyon Ferry Dam is located on the main stem of the Missouri River approximately 27 miles downstream from Townsend, Montana. The dam was constructed in a narrow constriction of the Missouri River Valley, where the Big Belt Mountains and the Spokane Hills merge, approximately 68 miles downstream from the confluence of the Gallatin, Madison, and Jefferson Rivers. The project authority is the Flood Control Act, Public Law 534, 78th Congress, 2nd Session, approved 22 December 1944.\nThe Missouri River has cut through the older Precambrian rocks forming a canyon well suited for a dam. The dam and power plant are located at the upper end of the rock-walled canyon, about 1-1/2 miles downstream from the previously existing Canyon Ferry Dam and power plant built by the Montana Power Company. The old Canyon Ferry Dam was built in 1896 and formed a reservoir known as Lake Sewell. The old 7,500-kilowatt power plant was completed in 1898. The old Canyon Ferry Dam and power plant were dismantled prior to the completion of the new Canyon Ferry Dam and power plant with the remnants having been inundated and Lake Sewell becoming part of the new reservoir. Canyon Ferry Dam lies at the head of the reservoir created by Hauser Dam, located 15-1/2 miles downstream. The backwater of Hauser Lake, when full, raises the tailwater at Canyon Ferry Dam.\nThe Visitor Center features hands-on displays and excellent interpretive information on Canyon Ferry's watchable wildlife. There are displays of the Lewis and Clark Expedition and the construction of Canyon Ferry Dam. The visitor center is currently closed. Information about Canyon Ferry can be obtained from the field office across the street from the visitor center.\nThere are many campgrounds and day-use areas surrounding the reservoir.","domain":"hydraulic_engineering"}
{"url":"http://eng.jeongeup.go.kr/sub04/index0102.php","date":"2017-10-18T00:14:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-43/segments/1508187822625.57/warc/CC-MAIN-20171017234801-20171018014801-00820.warc.gz","language_score":0.9853443503379822,"token_count":215,"dump":"CC-MAIN-2017-43","global_id":"webtext-fineweb__CC-MAIN-2017-43__0__278763684","lang":"en","text":"Okjeongho Lake is located in Janggeum-ri and Jonsung-ri in Sannae-myeon, Jeongeup-si, and its water is from Seomjingang River Dam. The left and right of tributary of the dam are Ganjin-myeon, Imsil-gun and Sannae-myeon, Jeugeup-si. The former dam was constructed from November 1st, 1925 to December 1927, and the new dam was constructed from April 1940 to December 1965. Okjeongho Lake was formed during the construction of Unam Reservoir in 1928 in order to supply agricultural water to Honam Plain region. The Unam Reservoir was rebuilt in 1965 as the Seomjingang River Dam to expend its water capacity and for power production purposes, and Okjeongho Lake was widened with the construction of the dam. The lake used to be called and marked as Unamho Lake, or Seomjinho Lake but, now it is called Okjeongho Lake.","domain":"hydraulic_engineering"}
{"url":"http://www.accuatg.com/product/HLS-1D-FRP-Double-Wall-Tank.html","date":"2019-07-16T00:06:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195524290.60/warc/CC-MAIN-20190715235156-20190716021156-00471.warc.gz","language_score":0.8771839737892151,"token_count":188,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__165720288","lang":"en","text":"(Apply to : FRP double-wall tank hydrostatic leak detection)\nFRP double-wall tanks are usually filled with monitoring fluid in the interstice. Normally, the monitoring fluid level should keep in the middle of the reservoir which is on the top of the tank. OKet® provides HLS-1D dual-point hydrostatic sensor which can accurately detect fluid-level changes in reservoir in high or low level change. If the brine solution seeps into the tank, lowering the level in the reservoir, the sensor triggers a low-level alarm. If an outer wall leak occurs and groundwater seeps into the tank, a high alarm is activated .\n●Distinguish the leakage position (inner wall or outer wall)\n●Inner wall leaks, low level alarm\n●Outer wall leaks, if the groundwater level is high, high level alarm; if the groundwater level is low, low level alarm","domain":"hydraulic_engineering"}
{"url":"http://gb.china-hailin.com/product/82.html","date":"2023-06-07T09:13:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224653631.71/warc/CC-MAIN-20230607074914-20230607104914-00028.warc.gz","language_score":0.7555407881736755,"token_count":384,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__238479714","lang":"en","text":"产品中心 / PRODUCTS\nMobile pump station\n·Sturdy And Durable cast iron material ·Pump integrated with air compressor,external jet device,mechanical seal lubricated separately and check valve,automatic start without water injection,self-priming time significantly reduced.\n·In order to reduce power loss,air compressor assemble with cluth,can stop after the pump operated.\n·Adopt high quality silicon carbide mechanical seal.\n·HCDW200E/HCDW200WE impeller made by Cast steel，Special impeller design brings high efficiency and high head with large flow rate HKDT200E/HKDT200WE impeller made by Spheroidal graphite cast iron ,10 times better wear-resisting performance than standard cast iron.\n·THKDT200E/HKDT200WE Max solids handling 70mm.\n· HCDW200WE/HKDT200WE with trailer design, easy moving, coupled with 360L fuel tank.\n|Suction lift (m)||8|\n|Maximum capacity (L/min)||625|\n|Maximum output (kw)||93|\n|Working speed (rpm)||2200|\n|Fuel tank capacity (L)||380|\n|Net Weight (kg)||1262|","domain":"hydraulic_engineering"}
{"url":"https://www.studio369.pl/13447/7743e08a6e4a.html","date":"2021-10-20T03:37:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585302.56/warc/CC-MAIN-20211020024111-20211020054111-00306.warc.gz","language_score":0.9012024998664856,"token_count":698,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__165105381","lang":"en","text":"Sika Roller-Compacted Concrete Dams Handbook\nRoller-Compacted Concrete (RCC) can be considered as both a construction material and a construction method. It has probably been the most important development in concrete dam technology in the past 40 years, but it is used also for other many applications, such as: ́ Heavy-duty mass concrete applications such as in: - ports\nroller compacted concrete: Topics by WorldWideScience.org\nConstruction of a roller compacted concrete dam ... mechanical properties for the five proposed mixes and a control mix using the Jordanian Portland Cement.\nRCC Dam Construction in Jordan - ELKON Concrete Batching Plants\nRCC Dams have been constructed in order to reduce the construction period and construction cost due to the decrease of cementitious materials. Tags : Elkomix-135 Construction Stationary Concrete Batching Plant ELKON Twinshaft Mixer Al-Wehda Dam Project RCC Production Roller Compacted Concrete Jordan Twin Shaft Mixers\nRoller Compacted Concrete Batching Plant, RCC Batching Plant\nThe roller compacted concrete(rcc) is a kind of dry and hard concrete. As a concrete with zero collapse degree, it has the advantages of short curing period, high strength, good anti-seepage performance and low cost. It applies in the construction of concrete gravity dams and the construction of high-grade road bases.\nRoller-compacted Concrete for Dam Safety Modifications\nRoller-compacted concrete (RCC) is used throughout the world for new dam construction. In the United States, RCC is also used extensively for modifying dams with safety deficiencies including stability buttresses for concrete dams, overtopping protection for both concrete and embankment dams, and for constructing spillways.\nDams - The Portland Cement Association\nWhile major large dam construction in the country has slowed, there are still many areas ... concrete (RCC) is becoming a common method of building new dams and ... Deep soil mixing and jet grouting provide stability and seepage control.\nSimulation of temperature and stress during and after RCC\nconcrete dam construction due to the construction advantages and proved ... desired bond and shear strength at lift joints is less likely with RCC mix tures that are to ... high Tannur dam (RCC volume ^ 250,000 63) in Jordan, in March 2001,.\nused hzs75 concrete mixing plant - Concrete Batching Plant\nrcc dam construction in jordan concrete batching. RCC dams in China - Technische Informationsbibliothek. Overview for construction of Roller Compacted ...\nDam Design: Designing Facings and Contraction Joints for\n2008年7月1日 — Facings on roller-compacted-concrete (RCC) dams offer durability against ... Normal construction with a reasonable mix will be crack-free if joints are ... Concrete (RCC) Dam Construction in the Middle East 2002, Jordan ...\nRoller-Compacted Concrete Quality Control Manual\nRoller Compacted Concrete Quality Control Guide 1.0 SCOPE Over the past decade, roller compacted concrete (RCC) has been successfully used on projects ranging in complexity from large dams to small building pads. Regardless of the project’s size or importance, field quality control is necessary.","domain":"hydraulic_engineering"}
{"url":"https://www.im-engineering.eu/news-publications/article/2018/4/30/im-engineering-eurasia-wins-contract-to-develop-torzilla-hydropower-project.html","date":"2019-11-13T19:38:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-47/segments/1573496667333.2/warc/CC-MAIN-20191113191653-20191113215653-00149.warc.gz","language_score":0.9221410155296326,"token_count":233,"dump":"CC-MAIN-2019-47","global_id":"webtext-fineweb__CC-MAIN-2019-47__0__145631631","lang":"en","text":"IM Engineering Eurasia wins contract to develop Torzilla hydropower project\nIn February 2018, the State-owned Georgian Energy Development Fund (GEDF) awarded a contract to IM Engineering Eurasia to develop Torzilla HPP, which will be built on the River Torzillastskali in Kharagauli district, Imereti Region in Western Georgia.\nThe scope of work of the first stage of the 6-month assignment entails a technical and economic feasibility study, which will propose two alternative hydropower schemes.\nServices and responsibilities under the second stage of the project will include hydrological, geological, seismic and meteorological studies, sediment investigations, environmental impact assessment, design and cost estimates for the preferred option, as well as project management services.\nThe run-of-river power plant with Tyrolean-type water intake, settling basin, diversion pipeline, penstock and power house will have a capacity of 1.69 MW and an estimated annual production of 6.88 GWh. The energy generated will be fed to the nearby substation, which supplies power to the railway system and residents in Tsipa village.","domain":"hydraulic_engineering"}
{"url":"https://neconnected.co.uk/lustrum-beck-flood-scheme-progresses/","date":"2022-01-24T14:02:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304570.90/warc/CC-MAIN-20220124124654-20220124154654-00717.warc.gz","language_score":0.9444790482521057,"token_count":358,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__166137234","lang":"en","text":"A new flood wall along the beck at Bedford Street, which started in May, is almost complete, while the new lifting screen at the culvert at Primrose Hill is now operational.\nWork is progressing ahead of schedule on the improved and raised embankment in the Newtown area, and construction has just begun on a flood wall along Duddon Walk. All the work is expected to be complete in September.\nThe Environment Agency is working closely with Stockton-on-Tees Borough Council, which is replacing Londonderry Bridge to allow the beck to flow more freely. It’s expected the new bridge will be ready to open in winter 2016/17.\nThe Lustrum Beck food alleviation scheme will reduce the risk of flooding to over 150 homes.\nThe Environment Agency’s Ted Thomas, Project Manager, said: “Work is progressing well on the Lustrum Beck scheme, with the new screen at Primrose Hill now operational and the flood wall at Bedford Street nearly complete.\n“Work on the embankment at Newtown is well underway, and construction of a new flood wall at Duddon Walk has started ahead of schedule, so we’re hopeful much of the project will be complete by September.\n“This will all tie in with the previously completed flood wall at Bishopton Road, and the replacement of Londonderry Bridge, which the council is currently working on and which should be complete in the winter.\n“This overall scheme will bring long-term sustainable benefits to the community by significantly reducing the risk of flooding to over 150 homes and businesses.”\nAdditional work to store extra flood water in the catchment upstream of Stockton and create new habitat is likely to begin in 2017.","domain":"hydraulic_engineering"}
{"url":"http://www.nkrusa.org/business_economy/energy_production.shtml","date":"2024-04-13T12:36:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816734.69/warc/CC-MAIN-20240413114018-20240413144018-00523.warc.gz","language_score":0.9017961025238037,"token_count":161,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__142326","lang":"en","text":"The Sarsang Hydroelectric Power Plant (HPP) is the largest source of energy in the NKR. The HPP has a 50-megawatt capacity and produces 90-100 million kilowatt-hours of energy per year. Local water resources support the construction of small HPPs in almost every region of Nagorno Karabakh. A program of future energy development has been elaborated, which entails the construction of eighteen small HPPs with a total capacity of around 140 MWt. If completed, this would increase the annual energy production to 460 million kilowatts per hour, and strengthen the domestic and external network of energy distribution.\nIncreasing the capacity of power stations and ensuring efficient energy consumption will create an opportunity to export energy abroad in the future.","domain":"hydraulic_engineering"}
{"url":"https://ttesconsulting.ca/project/baxters-subdivision/","date":"2023-12-10T11:06:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679101779.95/warc/CC-MAIN-20231210092457-20231210122457-00329.warc.gz","language_score":0.834845781326294,"token_count":85,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__154431022","lang":"en","text":"This project entailed the design and construction of a 60 acre pipe yard as well as a 14 Lot / 80 acre commercial subdivision.\nWorking for the owner, TTES Consulting Inc’s duties included:\n- 1) Design site drainage system\n- 2) Manage site construction activities\n- 3) Quantities Tracking / Preparation of payment certificates\n- 4) Construction Layout\n- 5) Machine control modeling","domain":"hydraulic_engineering"}
{"url":"https://dk.vwr.com/cms/tech-article-masterflex-bulk-transfer-bt-pumps","date":"2023-09-22T07:45:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506339.10/warc/CC-MAIN-20230922070214-20230922100214-00743.warc.gz","language_score":0.8121557831764221,"token_count":307,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__140333840","lang":"en","text":"Masterflex Flexible Tubing\nFlexible Tubing... Even Under Pressure!\nPump at pressures up to 100 psi with peristaltic pump tubing? It's now a reality with our NEW Masterflex® High-Pressure Norprene® tubing.\nChoose from two sizes: L/S® 16HP tubing (MFLX06504-16), which delivers 100 psi maximum continuous pressure and 125 psi intermittent pressure, with a flow range of 0.9 to 90 mL/min. L/S® 15HP tubing (MFLX06504-15) produces a flow range of 1.7 to 170 mL/min, with 80 psi maximum continuous pressure and 100 psi maximum intermittent pressure. Besides higher pressure, this innovative tubing provides excellent flexibility, so it can be easily used in a wide variety of pump applications.\nMasterflex® High-Pressure Norprene® tubing is designed for the Masterflex® L/S® high-pressure tubing pump system (MFLX77914-10) , which transfers fluids at continuous pressures up to 100 psi, with a flow range of 0.09 to 170 mL.min.\nContinuous pressure up to 100 psi is possible with High-Pressure Norprene® MFLX06504-15 tubing.\n- Cosmetic production\n- Water treatment\n- Food and Environmental\n- Or other high-pressure applications!\nLast Updated: 05/03/21","domain":"hydraulic_engineering"}
{"url":"http://teentop.co/underground-downspout-drain/","date":"2019-10-24T05:00:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570987841291.79/warc/CC-MAIN-20191024040131-20191024063631-00482.warc.gz","language_score":0.8123279809951782,"token_count":743,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__149848503","lang":"en","text":"tool for unclogging underground drain pipe gutter downspout drainage clogged.\ndownspout extensions underground drain swinging gutter drainage ideas rain erosion classic cut landscape extension i sign en bury downspouts down.\npop up drain emitter running downspouts underground downspout decorative splash guards ideas gutter.\ndownspout drainage ideas gutter pop up emitter installation drain rain runoff sunshine landscapes underground.\nwhat are the advantages to running downspouts underground in downspout drain.\nextended downspout diagram lb underground drain gutter drainage solutions.\ndownspout drain pipe underground line repair.\nunderground downspout installation drain.\nunderground downspout kit foundation home depot kitchen tools meaning lovely best drainage north drain love.\ndownspout drains and yard installed by landscaper underground drain solution.\nhow to bury a gutter downspout drainage system underground drain.\nlovely gutter downspout drainage 5 underground drain pipe.\nas the fall drainage season is quickly approaching homeowners alike should be taking time to look around their yard and check on system underground downspout drain.\ngutter drains underground drainage gutters and systems drain superior seamless rain rainwater roof downspout away from r rs s.\nunderground gutter drainage ideas downspout drain system problems.\npicture underground downspout drain.\n3 underground downspout kit home drainage ideas gutter drain extension depot kitchen layout ki.\ngutter drains concrete splash block fish downspout drain clogged underground under.\ndownspout drainage options underground kit review recent downspouts projects rocks amazon extension ideas drain u.\ninstallation of this system requires carefully trenching about one and a half feet underground from the bottom downspout two to three drain.\ndecorative gutter downspouts recent underground projects downspout drain.\ngutter underground downspout drain clogged corrugated pipe drainage system frozen.\nclogged downspout underground drain.\ndownspout drainage underground drain.\nrunning downspouts underground downspout home improvement contractor license drain.\nphoto of drainage erosion solutions united states downspout underground drain downspouts buried pop up lawn.\ngutter underground downspout drain drainage solutions ideas rain attached images.\nunderground gutter drain drainage photos ideas rain f downspout extension driveway r pop up installation for downspou.\nblocked downspout drain line cleaning underground pipes view larger rain gutter pipe.\ngutter drainage system related post underground downspout kit home depot water drain gutte.\ngutter underground downspout drain pipe ideas drainage shadow shot ion as tile bury download.\nunderground downspout drain 7 best french ideas images on kit downspouts extension.\ndownspout splash guard outstanding decorative block drainage solutions ideas underground drain under.\nfull size of rain downspout catch basin gutter drainage erosion solution home improvement winsome behind underground drain.\ngutter downspout drain pipe size drainage repair snake rainwater clogged corrugated system underground ins.\ngutter underground downspout drain drains concrete shower design ideas for small bathrooms trench installation me drainage system into ground pipe g.\nlawn pop up drain downspout drainage options the emitter and its importance underground.\ntips underground downspout drain water drainage 1.\ndownspouts used for air conditioning refrigerant condensate lines or wiring underground downspout drain.\ndownspout pop up extension underground drain pipe.\nsplash underground downspout drain installing lines.\ngutter drainage home depot underground downspout kitchen island lighting drain.","domain":"hydraulic_engineering"}
{"url":"https://jamesway.valmetal.com/manure-systems/semi-trans-manure-piston-pump/","date":"2023-11-30T05:28:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100164.87/warc/CC-MAIN-20231130031610-20231130061610-00741.warc.gz","language_score":0.7542905807495117,"token_count":230,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__137295378","lang":"en","text":"TRANSFER SEMI-SOLID MANURE LONG DISTANCES\nwith low power requirements.\nSUCTION INLET FROM RECEPTION PIT\nTHE SAND SPECIALIST\nThe pump of choice for sand-bedded barns, with the heavy construction and extra durability needed to handle these tough conditions.\nAN EXCELLENT CHOICE ANYWHERE THAT POWER AVAILABILITY MAY BE LIMITED\nor for use with single phase electricity, thanks to the 7.5HP hydraulic power unit.\nFOR MORE DETAILS\n- 20” diameter machined stainless steel pumping chamber\n- 5” diameter hydraulic cylinder\n- 16” inlet and 12” diameter outlet for PVC or HDPE pipe\n- Pumping chamber equipped with heavy steel flapper doors\n- High efficiency hydraulic pump is totally silent\n- Reliable pressure-operated reversing switch\n- Use with semi-liquid or semi-solid manure with sand or chopped bedding\n- Low energy requirements\n- Low maintenance requirements, even in sand bedding\n- Extremely reliable choice for long running hours\n- Quiet, smooth operation","domain":"hydraulic_engineering"}
{"url":"http://www.interstateeng.com/archives/projects/pierre-flood-control/","date":"2020-07-13T14:09:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593657145436.64/warc/CC-MAIN-20200713131310-20200713161310-00259.warc.gz","language_score":0.948108434677124,"token_count":132,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__47753930","lang":"en","text":"Pierre Flood Control\nIn 2011, record flooding of the Missouri River occurred in the Pierre, South Dakota area due to heavy rainfalls in the upper regions of the Missouri River drainages. Interstate Engineering assisted the City of Pierre with the construction of two dikes for the protection of homes in southeast Pierre from the Missouri River Flooding. The initial planning of the project began June 3, 2011 and the final completion date was June 9, 2011. Both dikes were holding back water by June 8th.\nInterstate Engineering provided the topographic surveying, plan profiles of the levees, construction staking, site observation, and recordation of borrow quantities.","domain":"hydraulic_engineering"}
{"url":"https://bouldercityreview.com/news/city-government/storm-drain-project-starts-on-monday/","date":"2024-04-17T05:19:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817144.49/warc/CC-MAIN-20240417044411-20240417074411-00876.warc.gz","language_score":0.9351902008056641,"token_count":251,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__166669029","lang":"en","text":"September 10, 2014 - 12:48 pm\nConstruction on a nine-month flood control project along Buchanan Boulevard is set to break ground Monday.\nThe $4.5 million project will alleviate excess water along the busy street, and will consist of building a storm drain pipe and a soil cement channel, according to Public Works Director Scott Hansen.\nFunding will be provided by the Clark County Regional Flood Control District. Meadow Valley Contractors will be the lead company on the project.\nThe Buchanan Boulevard project will be the second largest of its kind since the district began working with Boulder City, according to district spokesperson Kelsey Hand. The largest was the $4.6 million Hemenway Channel in 1990.\nThe project will mainly consist of an underground pipe that will transfer water on Buchanan from Elm Street to El Camino Way. Upgrades to the concrete channel along Buchanan will be included.\nThe project will be broken down into four phases, and construction hours will take place during daytime hours, Hansen said. It is expected to be completed by June.\nContact reporter Steven Slivka at email@example.com or at 702-586-9401. Follow @StevenSlivka on Twitter.","domain":"hydraulic_engineering"}
{"url":"http://www.kgal.co.uk/radial_gates.html","date":"2015-04-18T11:36:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-18/segments/1429246634331.38/warc/CC-MAIN-20150417045714-00293-ip-10-235-10-82.ec2.internal.warc.gz","language_score":0.8461074233055115,"token_count":158,"dump":"CC-MAIN-2015-18","global_id":"webtext-fineweb__CC-MAIN-2015-18__0__67117631","lang":"en","text":"Radial Spillway/Tainter Gates\nMost commonly used on the spillway of large dams for controlling the top water level. Can also used as a means of controlling water levels in channels. The normal method of operation is by mechanical hoist or hydraulic cylinders.\n- Quick operation as they move in an arc.\n- The entire water load is transferred radially through the arms to the pivots which reduces hoist capacity compared to a Wheel Gate.\n- Gate bottom lip gives good hydraulic discharge profile.\n- Hydraulic cylinder or rope hoist options.\n- Flush side and sill sealing faces.\n- Crest or culvert type.\n- Gate aesthetics, visible when raised.\n- Civil loads concentrated on piers.\n- Long piers.","domain":"hydraulic_engineering"}
{"url":"https://ashburyestate.com.au/wetlands-update-february-2019","date":"2022-08-11T16:50:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571483.70/warc/CC-MAIN-20220811164257-20220811194257-00108.warc.gz","language_score":0.9536811709403992,"token_count":167,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__180206423","lang":"en","text":"You may have noticed a fluctuation in water levels in the wetlands area alongside Horseshoe Bend Rd. These are due to construction works currently being undertaken at Ashbury and will continue from now to the end of May 2019. The works relate to the construction of a temporary drainage facility, south of the wetlands reserve, and an upgrade to the drainage pipes running under Horseshoe Bend Rd. The temporary drainage facility is to provide additional drainage capacity until the Council Sparrowvale wetland system is complete.\nIn order to facilitate these works it is necessary to relocate water from the wetland reserve to the temporarily storage facility. Works are on schedule and forecasted to be complete by May 2019. Once civil construction works related to drainage are complete, landscaping will commence around the wetland reserve with an anticipated completion date of December 2019.","domain":"hydraulic_engineering"}
{"url":"http://www.swimages.net/popular","date":"2018-03-20T06:08:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257647299.37/warc/CC-MAIN-20180320052712-20180320072712-00061.warc.gz","language_score":0.852211594581604,"token_count":199,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__70650240","lang":"en","text":"Single-lane steel truss bridge at Canyon Lake - 2009\nSummer monsoon storm along Apache Trail at Canyon Lake - 2009\nSummer monsoon storm at Canyon Lake - 2009\nHistoric power line near Canyon Lake - 2009\nView of Canyon Lake thru historic transmission tower - 2009\nBoulder Creek Bridge at Canyon Lake - 2009\nBoulder Creek Pier by Canyon Lake - 2009\nSummer storm north of Apache Trail - 2009\nSummer storm approaching over Canyon Lake - 2009\nSummer monsoon at Canyon Lake - 2009\nThe spillway of the old Gillespie Dam - 2010\nApproaching the Gillespie Bridge on old Highway 80 - 2010\nThe Gillespie Bridge, constructed in 1927, carried traffic on old US Highway 80 across the Gila River - 2010\nThe Gillespie Dam on the Gila River, built in the early 1920's, failed during major floods in 1993.\nA concrete apron at the foot of the dam carried Highway 80 traffic across, prior to construction of the downstream bridge.","domain":"hydraulic_engineering"}
{"url":"https://tjet.udsm.ac.tz/index.php/tjet/article/view/706","date":"2021-12-04T08:15:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964362952.24/warc/CC-MAIN-20211204063651-20211204093651-00410.warc.gz","language_score":0.9199032187461853,"token_count":326,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__95026809","lang":"en","text":"Analysis of Performance Characteristics Predicted From Several Experimental Data and Conversion Methods for Pumps as Turbine Application Using Statistical Techniques\nKeywords:Conversion method, pump as turbine, performance characteristics, statistical techniques\nDifferent performance characteristics have been indicated when running centrifugal pumps in the reverse direction. The water flows from the discharge side of the pump to the suction side to run in the reverse direction and generate the mechanical rotational energy for the micro-hydropower plant. The current study evaluates the extent of variation of performance characteristics predicted by several experimental data from different pump-specific speeds and conversion methods. The performance characteristics discussed include the head, flow rate, efficiency and specific speed. The flow rate and head of a pump operating in pump mode divided with the characteristic of the pump operating in the reverse mode, at the best efficiency point, the resulting coefficient of determination (R 2 ) values were of 0.890 and 0.708, respectively. Also, the graph of head versus flow rate coefficients, which is a second- order polynomial function, has shown the value of R 2 of 0.954 for pump-specific speed ranging between 9 and 94 rpm. However, the pump in the reverse mode has smaller performance characteristics for efficiency and specific speed compared to the pump mode operation with R 2 of 0.966 and 0.999, respectively. Furthermore, schematic empirical statistical models were developed to predict the performance characteristics of several conversion methods using pump data obtained from the manufacturers.","domain":"hydraulic_engineering"}
{"url":"https://www.traylorindustrial.com/projects/metropolitan-sewer-district-ohio-river-tunnel-mechanical-support/","date":"2024-04-22T02:48:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818072.58/warc/CC-MAIN-20240422020223-20240422050223-00077.warc.gz","language_score":0.9529083967208862,"token_count":185,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__167458342","lang":"en","text":"Traylor Industrial is serving as on-site mechanical support for the Shea-Traylor Joint Venture on the Ohio River Tunnel project. Once complete, this project will collect overflows from 25 combined sewer outfalls via a tunnel and storage system located along the Ohio River. The 51 million gallon capacity deep tunnel and integrated deep pump station will capture overflow and send it to the existing sewer system for treatment. Ultimately, this project will protect the Ohio River Valley from overflow during heavy rain and floods.\nTraylor Industrial’s work on the project has consisted of various smaller projects to support the construction of the sewer overflow tunnel. They originally started on the project when hired to complete a seven-week job in October 2020, but have since stayed on-site for additional mechanical work with a team of six mechanical craft. This work includes assembly of forms, rail switch units, rebar cars, and shaft door frames.","domain":"hydraulic_engineering"}
{"url":"https://kin-tecindustries.com/products/ar101264-2/","date":"2023-12-02T12:10:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100399.81/warc/CC-MAIN-20231202105028-20231202135028-00123.warc.gz","language_score":0.8760383129119873,"token_count":160,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__108320027","lang":"en","text":"Hydraulic Pump AR101264\n1 5/8″-12 inlet\n1 5/16″-12 inlet\n1 1/8″-12 oulet\nNO electric solenoid\n- Our pumps are guaranteed to replace the OEM part.\n- Our work comes with a 6 month warranty on parts.\n- Each pump is torn down, cleaned, and thoroughly inspected.\n- Our in-house shop machines and repairs the main housings.\n- All high-wear parts (shaft, bearings, pistons, and valves) are replaced with new parts.\n- The rebuilt pump is properly assembled.\n- The pump is bench tested for flow performance and the pressure is set.\n- Finally, the pump is painted and serial tag applied.","domain":"hydraulic_engineering"}
{"url":"https://www.ae-mn.com/projects/upper-saint-anthony-falls-tainter-gate-replacement/","date":"2024-02-25T22:11:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474643.29/warc/CC-MAIN-20240225203035-20240225233035-00165.warc.gz","language_score":0.8840967416763306,"token_count":221,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__193065078","lang":"en","text":"US Army Corps of Engineers\nConstruction Period Services\nAnderson, under contract with the United States Army Corps of Engineers, developed plans and specifications for replacement of the Tainter gate operating machinery at Upper Saint Anthony Falls lock and dam.\nAnderson’s design included a new mechanical lifting system for the gate to replace the existing hydraulic cylinder operating system. The replacement design called for synchronized mechanical hoist units on each side of the Tainter gate. Design included a new Programmable Logic Control (PLC) based system for the new hoist drives.\nAnderson’s team provided design documents for rehabilitation of the Tainter gate, replacement of the mechanical lifting mechanism and new mechanical room buildings. Full construction period services were provided.\nSince 1989 Anderson Engineering of Minnesota, LLC has been helping developers, land owners, design firms, and all levels of government take their projects from concept to completion.\n13605 1st Ave N #100\nPlymouth, MN 55441\n417 Main Avenue #210\nFargo, ND 58103\n© 2024 Anderson Engineering. All Rights Reserved.","domain":"hydraulic_engineering"}
{"url":"http://1310kfka.com/2017/05/chimney-hollow-reservoir-gets-greenlit/","date":"2017-06-23T22:17:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-26/segments/1498128320201.43/warc/CC-MAIN-20170623220935-20170624000935-00619.warc.gz","language_score":0.9315106868743896,"token_count":109,"dump":"CC-MAIN-2017-26","global_id":"webtext-fineweb__CC-MAIN-2017-26__0__186901877","lang":"en","text":"Chimney Hollow Reservoir gets greenlit\nA 400-million-dollar reservoir project is getting approval from federal regulators. The Denver office of the U.S. Corps of Engineers announced yesterday that the Windy Gap Firming Project has received its Clean Water Act permit. The project includes the construction of a pair of dams that will form the Chimney Hollow Reservoir in an area southwest of Loveland. Project officials tell the “Loveland Reporter-Herald” the project should begin construction late next year or in early 2019.","domain":"hydraulic_engineering"}
{"url":"http://en.tanimeng.com/product/67.html","date":"2023-12-03T20:38:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100508.53/warc/CC-MAIN-20231203193127-20231203223127-00633.warc.gz","language_score":0.8906610608100891,"token_count":278,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__139479220","lang":"en","text":"NM-Y8021 Portable High Pressure Hydraulic Pump\nNM-Y8021 Portable High Pressure Hydraulic Pump IS of portable high-pressure gas pressure pump is of compact structure and easy to operate. It ensures stable pressure increase and decrease, as well as fast pressure stabilization speed. The first-class filtration mode is adopted for medium to ensure the cleanness of the oil circuit and prolong the working life of the equipment. This product is small in size. It has a large pressure regulation range and saves efforts for pressure increase and decrease. It is the best gas source for field calibration.\nThe products are suitable for calibrating pressure (differential pressure) transmitter, pressure switch, precision pressure gauge and ordinary pressure gauge.\n★ It is small in size and easy to operate.\n★ The pressure rise rate is high, and the pressure can be increased to 60MPa within 5s.\n★ The stabilization speed is fast, and 0.05% FS stability can be reached within 30s.\n★ The first-class filtration mode is adopted for medium to ensure equipment performance.\n★ Pressure generating range: (0~72) MPa\n★ Working Media: transformer oil\n★ Output Interface: M20×1.5 (2 pcs.)\n★ Overall dimensions: 450mm×180mm×200mm\n★ Weight: 9kg","domain":"hydraulic_engineering"}
{"url":"https://newsnowdc.com/2015/08/05/patoka-lake-dam-and-tower-tour-saturday/","date":"2020-11-26T01:35:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141185851.16/warc/CC-MAIN-20201126001926-20201126031926-00113.warc.gz","language_score":0.9296050667762756,"token_count":154,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__150755472","lang":"en","text":"Patoka Lake Dam and Tower Tour Saturday\nCELESTINE (NNDC) – The U.S. Army Corps of Engineers is hosting public tours of the Patoka Lake dam and tower Saturday. Those taking the tour can meet at 9:30 (EDT) Saturday morning at the Patoka Lake Nature Center to car caravan to the dam or go directly to the dam off highway 545.\nParticipants will discover the detailed operations of reservoir management for flood control as the guides take them inside the actual dam tower structure. They will be shown how the lake level and spring flooding are controlled and will be given a lesson on the building of the reservoir and dam and who built it.\nThe informative program is free and open to everyone, adults and children.","domain":"hydraulic_engineering"}
{"url":"http://www.joho-kyoto.or.jp/~wazaden/english/sakigake/003.html","date":"2017-12-14T08:01:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-51/segments/1512948542031.37/warc/CC-MAIN-20171214074533-20171214094533-00718.warc.gz","language_score":0.9817009568214417,"token_count":162,"dump":"CC-MAIN-2017-51","global_id":"webtext-fineweb__CC-MAIN-2017-51__0__188183938","lang":"en","text":"The construction of the Biwako Canal was the biggest project for modernization of Kyoto in the Meiji era. The construction started in 1885. It was completed in 1890. |\nThe canal starts from Lake Biwa and runs through Yamashina and Keage and reaches the center of Kyoto. The most difficult part of the construction was building a tunnel through Nagara Mountain, which took three years. It took five years to complete the whole canal. Because of the power station project which was added lastly, the cost of construction amounted to 1.26 million yen. It was double the original budget, 0.6 million yen. This hydroelectric power station was completed in 1886. It was the second largest station in the world. The electric power produced by this station greatly contributed to modernization of Kyoto.","domain":"hydraulic_engineering"}
{"url":"http://mingren8.cn/en/products/pumps/pumps-by-type/vertical-pumps/vertical-wet-pit-pumps","date":"2020-07-04T04:35:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655884012.26/warc/CC-MAIN-20200704042252-20200704072252-00347.warc.gz","language_score":0.9089102745056152,"token_count":104,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__209651161","lang":"en","text":"Vertical wet pit pumps\nVertical wet pit pumps are intended for use in the pumping applications to pump clean or lightly contaminated liquids. The pumping head is suspended into the pumped liquid and the drive motor is dry installed on the top. The pump has common discharge / support column. The vertical wet pit pump has a vertical line shaft with the slide bearings typically lubricated by the pumped liquid.\nLa Rural Trade Center, Buenos Aires, Argentina, United States of America\nSulzer at 2019 Argentina Oil and Gas Expo","domain":"hydraulic_engineering"}
{"url":"https://opoyi.com/kbc-13-on-which-river-in-madhya-pradesh-is-the-gandhi-sagar-dam-built?utm_source=copy-share&utm_medium=web&utm_campaign=none","date":"2021-10-26T09:15:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587854.13/warc/CC-MAIN-20211026072759-20211026102759-00471.warc.gz","language_score":0.9293655157089233,"token_count":206,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__209994485","lang":"en","text":"KBC Offline Quiz (September 15,2001): On which river in Madhya Pradesh is the Gandhi Sagar Dam built?\nThe options are:\nGandhisagar Dam is constructed on the Chambal River and its foundation stone was laid by the India's first Prime Minister Pandit Jawaharlal Nehru on March 7, 1954, in the Mandsaur district of Madhya Pradesh. Construction began in 1957 in the power station, while power generation and its distribution commenced in November 1960. The total expenditure on the construction of Gandhi Sagar Dam and Power Station was about INR18 Crore, 40 Lakh. The Gandhi Sagar Power Station is 65 meter long and 56 feet wide.The Power Station has five turbines of 23 M.W. capacity, for a total installed capacity of 115 M.W. The dam has a gross storage capacity of 7.322 billion cubic metres from a catchment area of 22,584 km.\nOther questions from the KBC Offline quiz today are:","domain":"hydraulic_engineering"}
{"url":"https://www.ae-africa.com/read_article.php?NID=8323","date":"2018-02-19T03:44:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891812327.1/warc/CC-MAIN-20180219032249-20180219052249-00728.warc.gz","language_score":0.9467855095863342,"token_count":120,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__224772568","lang":"en","text":"Madagascar will be adding 76 MW to its grid in Antananarivo once its new thermal power station comes onstream. The power station is currently being constructed by La Jovenna.\nA portion of the infrastructure will be commissioned shortly, brining 48 MW of the thermal power plant onstream by way of heavy fuel oil. The second phase of the project, with a capacity of 28 MW, will be active from September 2017.\nLa Jovenna is also working on a project to build a 110-MW hydroelectric plant on the Volobe site in the Toamasina region.","domain":"hydraulic_engineering"}
{"url":"https://www.toplongaircompressor.com/laspd-40-gas-booster-system-7688254.html","date":"2024-04-13T00:25:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816465.91/warc/CC-MAIN-20240412225756-20240413015756-00389.warc.gz","language_score":0.9462444186210632,"token_count":96,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__54871735","lang":"en","text":"We are bringing a huge series of LASPD-40 Gas Booster System. It is design to boost constant supply and used for pressure testing. In addition to this, provided system has an impeller inside that increases water flow and pressure. It helps to reduce the need for gas cylinders. LASPD-40 Gas Booster System is useful to boost gas pressure from nitrogen and oxygen generators. It is also recommended to increase water pressure to a desired level and improve its flow rate.","domain":"hydraulic_engineering"}
{"url":"https://www.powergenadvancement.com/projects/chaglla-hydroelectric-power-plant/","date":"2022-12-03T15:21:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710933.89/warc/CC-MAIN-20221203143925-20221203173925-00618.warc.gz","language_score":0.932279109954834,"token_count":912,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__301353907","lang":"en","text":"The 462MW Chaglla hydroelectric power plant, being developed by Odebrecht Energia’s subsidiary Empresa de Generación Huallaga (EGH), will be Peru’s third biggest hydropower project.\nConstruction of the project began in May 2011 and operations are expected to commence in 2016. The plant is expected to generate 2,500 direct jobs and have an operational life of 30 years. It is estimated it will require an investment of $1.2bn and produce approximately 2.8 Gigawatts/hour a year, while offsetting approximately 467,000t of carbon dioxide emissions from the atmosphere.\nChaglla power plant design and development\nThe Chaglla hydroelectric project is located on the Huallaga River in the Chaglla district of Huanuco, Peru. It will include a concrete-face rock-filled dam, which will impound a 4.66km² reservoir upstream of the dam, diversion tunnel and hydroelectric generation facilities, comprising a powerhouse, substation and transmission line.\n“Construction of the project began in May 2011 and operations are expected to commence in 2016.”\nThe rock-filled dam will have a maximum height of 202m and a crest length of approximately 273m, while the crest of the dam will be located at an elevation of 1,202m above sea level and 11.2m wide.\nThe reservoir will have an elevation of 1,196m and water surface area of 4.5km². It will have a storage capacity of approximately 375 million cubic meters (m³), and three tunnels with a total length of 2,850m were proposed on the left margin for spillway discharge.\nIn addition, the plant will feature two turbine generators with a nominal output of 253MVA and frequency of 60Hz. These turbines will have a nominal voltage of 13.8kV and will operate at a synchronous speed of 900rpm.\nWater from the dam will be diverted through a 14.7km intake tunnel to the main powerhouse, which will be equipped with two Alstom power transformers with a nominal output of 225MW. The project will also feature a small power house, including a power transformer with an output of 6MW.\nThe substation will be situated above the main powerhouse at an elevation between 900m to 925m.\nPower transmission from the Chaglla power plant\nThe power generated by the plant will be transferred to the Peruvian national grid (Sistema Electrico Interconectado Nacional-SEIN) at the Paragsha substation, via a 137km-long, 220kV transmission line.\nConstruction of the hydropower project\nFour sites were created for the construction phase. Major works include the construction of the concrete-face dam with a 466ha reservoir, a surface powerhouse and a 1,053m long diversion, spillway and headrace tunnel. For the foundation and dam construction, an upstream and downstream cofferdam will be constructed at 1,068m and 1,009m respectively.\n“The power generated by the plant will be transferred to the Peruvian national grid.”\nConstruction works also include the river bypass through trunk tunnelling, which has a diameter of 12.5m and length of 1,125m. The upstream cofferdam will measure 66m, while the downstream will be 14m high.\nInter-American Development Bank (IDB) provided a $150m loan facility to Odebrecht Energia for the hydroelectric power plant.\nThe project was also co-financed by Banco Nacional de Desenvolvimento Econômico e Social (BNDES), COFIDE (Development Finance Corporation), and other international commercial banks, while BNP Paribas acted as the financial advisor.\nAlstom was awarded a contract to supply all the hydro and electromechanical equipment, spare parts and services. The scope of supply includes two generation units with total power of 450MW, power transformers and switchyard equipment, as well as the complete mini hydropower plant.\nMott MacDonald was engaged by The Bank of New York Mellon as the independent engineer to monitor the power plant construction. The contractual scope includes providing support for the lenders in the construction, operations and monitoring phases of the project.","domain":"hydraulic_engineering"}
{"url":"https://www.sweco.no/en/projects/iveland-2/","date":"2021-01-16T06:01:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703500028.5/warc/CC-MAIN-20210116044418-20210116074418-00380.warc.gz","language_score":0.943089485168457,"token_count":524,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__251103596","lang":"en","text":"Agder Energi has upgraded and expanded the existing Iveland power station on the Otra River. The expansion of Iveland 2 has increased production from 340 GWh to around 500 GWh. This increase is equivalent to the annual consumption of 7,500 households. Sweco has been main consultant to the project since 2009, responsible for interdisciplinary design and follow-up up to completion of the new power station in 2016.\nIveland 2 power station\nIveland municipality, Aust-Agder\nPilot project: 2009–2010\nTender phase: 2012–2013\nConstruction phase: 2013–2016\nBuilding and structural engineering, electromechanical disciplines, including turbines and power current, (generator), low current, HVAC, fire technology, geology and geotechnics\nOn 14 June 2016, Iveland 2 was officially opened by petroleum and energy minister Tord Lien. The power station has been built as a new power station inside the mountain. Its maximum operating flow is 100 m³ per second, the nameplate capacity is 44 MW, with a total production of 150 GWh. This contributes to the production of important renewable energy based on unique Norwegian hydropower.\nA mini turbine benefits society\nTo increase the benefit to society of the project, a micro power station has also been built that produces electricity from the remaining flow in the river by utilising the height difference of the dam. A mini turbine will produce energy from water released through the dam at Iveland 2. Utilising the height difference of the dam means that a sufficient volume of water must always flow through the river, out of ecological consideration to flora and fauna, among other reasons.\nAn interdisciplinary project delivered at the right quality, time and cost\nSweco has been consultant in the pilot project, tender phase and detail phase and has followed the project from start to finish. The plant, which we have designed in 3-D, includes:\nWe have also assisted Agder Energi as design manager and technical experts on turbines, generators, control systems and geotechnics/geology, as well as follow-up during the construction phase. The Iveland project is a success story in which the plant has been delivered to the correct technical quality, on time and within the cost framework.\nIveland power station is on the Otra River in Iveland municipality in Aust-Agder County, where it exploits the drop between the Gåseflå fjord and Skaiåevja is used.\nPhoto: Agder Energi","domain":"hydraulic_engineering"}
{"url":"https://www.hydraulic-quickcoupler.com/china-1_1_4_thread_locked_brass_hydraulic_quick_connect_fittings-13722668.html","date":"2022-08-08T11:13:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570793.14/warc/CC-MAIN-20220808092125-20220808122125-00305.warc.gz","language_score":0.7184634804725647,"token_count":371,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__177757693","lang":"en","text":"1-1/4\" thread locked type interchange with Parker 6100 quick coupling Threaded Quick Connect\nCB-5 Series is a thread-to-connect. it can be widely used in various application, this application be connected under pressure and less spillage or non-spillage.\nCB-5 series can be suitable used in connecting equipment of the hydraulic lines like power tongs, swivels and mobile drillings, it also windely used dump tracks, and dump trailer to connect with to wet line hydraulic system. And it also suitable used in submersible pumps, engine test stands, and the equipment require connect under high pressure or high liquid transfer.","domain":"hydraulic_engineering"}
{"url":"https://lebanon-utilities.com/projects/","date":"2022-05-24T18:07:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662573189.78/warc/CC-MAIN-20220524173011-20220524203011-00603.warc.gz","language_score":0.8709479570388794,"token_count":204,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__247387984","lang":"en","text":"Syracuse Dr. Water Main – Update 3/8/2021 This project has started. Please be aware that there could be detours and road closures during the project. We are replacing approximately 3800 feet of 6” water main on Syracuse Dr. in the Northfield Housing Edition.\nWilliams St. Bridge Water main reroute – This project will reroute the water main that goes through the deck of the bridge on Williams St. Projected start date 3/27/2021\nElm St. Water Tower Painting – This project will provide new paint for the Elm St. Water Tower. Projected start date 8/1/2021\nSewer Lining Project – Area of Fordice St., Park St. and Busby St. Currently on-going\nUlen Countryside Lift Station Pump Replacement – This project will replace the pump in the Ulen Countryside Lift Station. Projected start date – 3/1/2021","domain":"hydraulic_engineering"}
{"url":"https://www.hec-eng.com/copy-of-hec-1250","date":"2023-09-29T19:44:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510528.86/warc/CC-MAIN-20230929190403-20230929220403-00345.warc.gz","language_score":0.7842077612876892,"token_count":270,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__31183522","lang":"en","text":"Universal Hydraulic Test Stand Series HEC-1200\nThe Hydromechanical Engineering Series HEC-1200 Universal Hydraulic Test Stands are designed for testing hydraulic actuators, valves, accumulators, pumps, motors and hydraulic power packs.\nThe HEC-1200 Series Test Stands includes integral drive and integral dynamometer, which are provided for testing pumps and motors.\nThe HEC-1200 Series Test Stands are available configured for use with MIL-H-5606, MIL-H-83282, MIL-H-87257 and MIL-H-46170 Hydraulic fluids (HEC 1200), or phosphate ester based Hydraulic fluids (HEC 1200S).\nCost-effective, accurate, highly capable test system suitable for military and commercial applications.\nEasy to use manual operation standard. Optional computerized semi-automatic control and automatic data acquisition available.\nOperating Pressure: up to 5,000 PSI.\nFlow: up to 30 GPM.\nStatic Pressure: up to 10,000 PSI.\nPumps drive: 5000 RPM, 50 HP.\nDynamometer: 5000 RPM, 50 HP.\nElectrical DC supplies for power packs: 0-32 VDC, 1000 AMP.\nTemperature control of hydraulic test circuits.\nHigh quality stainless steel construction.","domain":"hydraulic_engineering"}
{"url":"https://www.getfit-uganda.org/annual-reports/annual-report-2018/","date":"2024-03-01T00:03:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474893.90/warc/CC-MAIN-20240229234355-20240301024355-00183.warc.gz","language_score":0.9384216666221619,"token_count":118,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__119191418","lang":"en","text":"The GET FiT Uganda Programme made substantial progress in 2018. Four new hydropower projects with a total capacity of 29 MW were commissioned during the year, thus increasing the total\ninstalled capacity of the GET FiT portfolio to 87.1 MW. A total of ten projects, including seven hydropower projects, two solar projects and one bagasse project,\nare now operational and delivering renewable energy to the Ugandan grid. Overall, GET FiT projects generated a total of 271 GWh during 2018, corresponding to\napproximately seven percent of the total grid electricity supplied in the country.","domain":"hydraulic_engineering"}
{"url":"http://www.kciiradio.com/2013/04/english-river-at-kalona-breaks-record-flood-level/print","date":"2017-04-28T17:56:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917123046.75/warc/CC-MAIN-20170423031203-00382-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.8688933253288269,"token_count":364,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__94707497","lang":"en","text":"- KCII Radio - http://kciiradio.com -\nEnglish River at Kalona Nears Record Flood Level\nPosted By News On @ 6:31 am In Today's Local News | Comments Disabled\nAs of 5 a.m. today, the English River at Kalona is over flood stage with preliminary water levels at 22.4 to 22.6 feet, flood stage for the area is 14 feet; the record was set in 1993 at 22.55 feet.\nThe Iowa River near Lone Tree is also above flood stage. It is at 17.1 feet and flood stage for the area is 15 feet. The Iowa River at Columbus Junction is also above flood stage at 19.4 feet with flood stage for the area being 19 feet. And the Iowa River at Wapello has risen 2.6 feet in the past 24 hours, with waters at 20.2 feet; flood stage for the area is 20 feet.\nNo related posts.\nArticle printed from KCII Radio: http://kciiradio.com\nURL to article: http://kciiradio.com/2013/04/english-river-at-kalona-breaks-record-flood-level/\nURLs in this post:\n Image: http://www.kciiradio.com/2013/04/english-river-at-kalona-breaks-record-flood-level/4-19kalonaflood/\n Image: http://www.printfriendly.com/print?url=http://kciiradio.com/2013/04/english-river-at-kalona-breaks-record-flood-level/\nCopyright © 2005-2013 KCII Radio","domain":"hydraulic_engineering"}
{"url":"http://bochihydro.com/kaplan_turbine.htm","date":"2022-08-14T06:32:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571996.63/warc/CC-MAIN-20220814052950-20220814082950-00468.warc.gz","language_score":0.9322672486305237,"token_count":138,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__101708600","lang":"en","text":"The Kaplan type turbine(also called axial flow turbine) is mostly suitable for hydropower stations with medium or low head. The Kaplan type turbines can be divided into fixed blade and rotating blade(double regulated Kaplan turbine) according to its structure. The fixed blade type is mainly used for small hydropower plant with medium and small capacity, small variation in load. While rotating blade type is mainly used for hydropower plant with medium and big capacity, big variation in load.\nThe Kaplan type turbines supplied by Bochi are ranging from 2 to 65m in water head, 0.2 to 100MW in capacity and 1 to 7m in runner diameter.","domain":"hydraulic_engineering"}
{"url":"http://nepalconstructions.com/gandaki-transmission-corridor-construction-work-started-savastesana/","date":"2024-03-02T20:32:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475897.53/warc/CC-MAIN-20240302184020-20240302214020-00256.warc.gz","language_score":0.8898199200630188,"token_count":483,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__197004471","lang":"en","text":"Mountains, Myagdi and Mustang, the electricity produced by hydro power project construction of national pride national transmission line transmission corridor Gandaki project has been started.\nAyojanakoe 2 hundred and 20 kV Mount Khurkot Myagdi danakhandako sanivaradekhi work has started. ÷ 33 ÷ 132 kV project, the mountain khurkotasthita savastesanako construction 220 to formally start the project said. Mount Kusma savastesanako municipality to be established in the mountains -4 Khurkot Chief District Officer NEA Marasini are the foundation.\nThe project started construction of transmission corridor danakhanda 3 9 km long mountain Khurkot Myagdi will. For the construction of electricity transmission lines and savastesana. Two billion will be spent 60 million project chief candanakumara Ghosh said. The project is funded by the Asian Development Bank Gandaki broadcast corridor highway, kusmakhandako work to be completed by the beginning of the month is 28. The designated time to complete its work by the beginning of construction work, major Ghosh said. The project highway, DANA transmission line and highway and the Indian company Tata Projects End Grain savastesanako contract work has taken Histological electric tariff. Project and contractor BS May 17 agreement was .2073. BS. August 2075 aimed to complete the project Myagdi and Mustang construction of hydropower project in northern region of central transmission line grid electricity produced. Khurkot danasamma 1 hundred and 10 towers remain.\nThe 14 MW capacity under construction in Myagdi thapakhola, ghalemdikhola four MW, 42 MW and 40 MW under construction in mistrikhola rahughatalagayata dozens of construction projects are phase. Seeds for the construction of substation hundred and Khurkot 1 hundred 56 ropanis land acquisition has also savastesanaka said Nawalparasi for land acquisition project has major Ghosh said.\nKhurkot Mountains, Syangja, Palpa and rupandehisammako transmission line to begin the process of land acquisition, he said. Kali Gandaki river hydro transmission corridor projects supporting the development of Kali Gandaki and is expected to play an important role. RSS","domain":"hydraulic_engineering"}
{"url":"http://panchabuta.com/2014/03/05/gvk-commissions-330-mw-hydel-project-in-uttarakhand/","date":"2017-07-28T06:51:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-30/segments/1500549448095.6/warc/CC-MAIN-20170728062501-20170728082501-00529.warc.gz","language_score":0.9345055222511292,"token_count":191,"dump":"CC-MAIN-2017-30","global_id":"webtext-fineweb__CC-MAIN-2017-30__0__41683846","lang":"en","text":"According to reports, GVK Power & Infrastructure Ltd has commissioned its 330 MW Shrinagar hydro-electric project developed on the Alakananda, in Uttarakhand.\nThe plant, in Garhwal district, is expected to supply 12 per cent of the energy to Uttarakhand at no charge. The balance 88 per cent power generated will go to the Uttar Pradesh Power Corporation Ltd under a Power Purchase Agreement.\nUttar Pradesh Chief Minister Akhilesh Yadav inaugurated the project in the presence of Samajwadi Party President and Union Minister Mulayam Singh Yadav.\nThe 248-metre-long project has been developed at 90 metres from deepest foundation level dam. It is expected to utilise the net head of around 66 metres between the diversion dam and the power house to generate electricity.\nThe water conductor system consists of two head race tunnels, RCC troughs, power channel and penstocks.","domain":"hydraulic_engineering"}
{"url":"http://assda.puremedia.com.au/blog/category/9-marine","date":"2024-03-05T10:55:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707948234904.99/warc/CC-MAIN-20240305092259-20240305122259-00541.warc.gz","language_score":0.9607372879981995,"token_count":128,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__47309699","lang":"en","text":"ASSDA Member and Accredited Fabricator Arcus Wire Group has delivered an innovative duplex stainless steel wire rope cable solution for a hydropower project in the Middle East.\nThe 344MW Kokhav Hayarden pumped storage hydropower plant is located 120km northeast of Tel Aviv. The project is the first and largest of its kind in Israel, as well as the lowest of its kind globally. The powerhouse lies 275m below sea level and features two 3.1 million m3 reservoirs at different heights. Expected to be operational in early 2023, the hydropower station is designed to provide flexible backup power and stability","domain":"hydraulic_engineering"}
{"url":"http://www.johnholland.com.au/what-we-do/industry-sectors/dams-storages/","date":"2017-03-25T13:28:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-13/segments/1490218188926.39/warc/CC-MAIN-20170322212948-00626-ip-10-233-31-227.ec2.internal.warc.gz","language_score":0.9422484636306763,"token_count":237,"dump":"CC-MAIN-2017-13","global_id":"webtext-fineweb__CC-MAIN-2017-13__0__274317052","lang":"en","text":"Dams & Storages\nWe have extensive experience in dam construction, including blasting, rock bolting and complex concrete structures, in addition to the construction of concrete works underwater using methodologies such as cofferdams, sheet piles, drilled piles or caisson techniques.\nThe enlargement of the Cotter Dam has secured the water supply for the Australian Capital Territory (ACT) and surrounding region for the future by expanding the storage capacity of the Cotter Reservoir twenty-fold. The new 80m high dam is constructed of roller compacted concrete and is the highest dam of its type in Australia. Works currently underway to increase the capacity of Chaffey Dam in New South Wales include raising the dam wall with a reinforced earth embankment and parapet wall, and raising the level of the spillway.\nA number of projects such as Wyangala Dam, NSW, Eildon Dam Improvement Works, Vic, Split Rock Dam, NSW, Prospect Dam, NSW and Chaffey Dam Safety Upgrades, NSW have included construction works undertaken on and adjacent to operating dams and reservoirs. We fully appreciate the importance of maintaining the integrity, safety and operations of these facilities throughout delivery.","domain":"hydraulic_engineering"}
{"url":"https://www.greenriverstar.com/story/2016/06/15/city/reservoir-completion-delayed-due-to-weather/2730.html","date":"2023-09-21T12:24:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506027.39/warc/CC-MAIN-20230921105806-20230921135806-00495.warc.gz","language_score":0.98307204246521,"token_count":127,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__189350224","lang":"en","text":"Reservoir completion delayed due to weather\nSpring weather has delayed reservoir construction near Green River.\nThe raw water reservoir project was initially planned to be a 17-month project, has been under construction for more than a year. The project was originally planned to be completed by late June, but is now expected to reach completion by mid to late summer.\nFrequent rain and hail storms passing through the area have delayed the project with shorter work days, but the worst was at the beginning of May. The construction's biggest set back was the heavy rain storm that hit Green River during Mother's Day weekend, Bryan Seppie...","domain":"hydraulic_engineering"}
{"url":"http://finport.am/full_news.php?id=34368&lang=3","date":"2019-01-18T03:29:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-04/segments/1547583659677.17/warc/CC-MAIN-20190118025529-20190118051529-00470.warc.gz","language_score":0.9541649222373962,"token_count":602,"dump":"CC-MAIN-2019-04","global_id":"webtext-fineweb__CC-MAIN-2019-04__0__189892624","lang":"en","text":"ArmInfo. The Mejlis of Iran at a meeting on April 18 by 162 votes in favor, 5 against and 5 abstentions approved a bill on the construction of a hydroelectric power station on the Araks River. This is reported by the Armenian Embassy in Iran.\n\"On April 17, the Mejlis at a public meeting decided to start discussions with Armenia on the construction of a hydroelectric power station on the Araks River.\" It is noteworthy that the program for the construction of the Meghri HPP has been on the agenda of economic cooperation between Armenia and Iran for many years, \"the Armenian diplomatic mission said in Iran.\nThe Meghri hydropower plant was previously considered the most promising joint Armenian-Iranian project. Although the parties have come to the final stage of the project and announced the start of construction in November 2012, the work has not been started yet because of the limitations of Tehran because of the sanctions. If the project is completed, the station will become the largest in the Transcaucasus. Under the project, the construction of a $ 323 million facility will be financed by the Iranian investment company. Armenia will pay for its part of the project with electricity produced at the hydroelectric station itself, and after 15 years the hydroelectric power station will be transferred to the Armenian side.\nWhile the Armenian-Iranian economic relations can not move from the dead point, after the lifting of sanctions, economic ties between Tehran and Baku sharply intensified. The Iranian parliament approved a bill on the joint construction of two hydroelectric power stations with Azerbaijan. The bill allows construction of power plants near the Araks River in the border area, in the Iranian city of Marazad and the Azerbaijani city of Ordubad. The document provides for cooperation in the construction of power stations at the dams of Khoda Afarin and Gyz Galasy, on the Araks River, as well as the construction of the Ordubad Power Station on the Azerbaijani side and the power plant in Marazada on the Iranian side. The ArmInfo agency reported that if the project is implemented, the water volumes for the Meghri hydropower plant in Armenia may simply not be enough. Earlier, adviser to the Minister of Energy Infrastructures and Natural Resources of Armenia Areg Galstyan stated that due to environmental problems related to the reduction of water volumes in the Araks River, as well as the increase of water intakes from Turkey in the northern part of Armenia, it was necessary to revise this project in the direction of power reduction. If initially it was planned to build two stations (Meghri - Armenia, Karachilar - Iran) for 130 MW each and a total power generation of about 850 million kW per year, now the option is considered with a capacity of 100 MW. In this regard, the diameter of the tunnel has been changed, along which water will flow between the two hydroelectric power stations.","domain":"hydraulic_engineering"}
{"url":"http://wxedge.com/articles/20120822low_water_levels_on_the_mississippi","date":"2013-12-12T01:25:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1386164330352/warc/CC-MAIN-20131204133850-00032-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.9037324786186218,"token_count":97,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__52465174","lang":"en","text":"Low water levels on the Mississippi\nBy WXedge Staff on August 22, 2012, 12:35pm\nUse your ← → (arrow) keys to browse more stories.\nLow water levels that are restricting shipping traffic, forcing harbor closures and causing barges to run aground on the Mississippi River are expected to continue. In this photo, lowering river allows the sand bars to emerge in the Mississippi River near Greenville, Miss.,Tuesday, Aug. 21, 2012.","domain":"hydraulic_engineering"}
{"url":"http://carroconstruction.com/pr_GuayanillaRiver.html","date":"2020-05-30T03:08:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590347407001.36/warc/CC-MAIN-20200530005804-20200530035804-00466.warc.gz","language_score":0.9146482944488525,"token_count":209,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__121998087","lang":"en","text":"The project consisted of the channelization of the Guayanilla River for the control of flooding in the Guayanilla flood plain. Some major items where the excavation and dewatering for a diversion channel and main river channels. Included in the contract where various types of stone revetment, filter materials and core stones which had to be mechanically processed at a quarry location 20 miles away.\nCHANNELIZATION OF RIO GUAYANILLA, GUAYANILLA\n- Clearing and grubbing of 30 acres.\n- Excavation and construction of diversion channel.\n- Excavation and construction of the main river channel.\n- In all combined earthworks, project totaled just over 650,000 cubic yards.\n- Over 40,000 tons and 18,000 cubic yards of various stones and filter materials which had to be mechanically processed by various methods at a separate quarry located 33 km away from the project.\n- Monitoring of water quality (turbidity testing).\n- Wetland mitigation.","domain":"hydraulic_engineering"}
{"url":"https://lawcutor.com/2020/06/28/tppa-of-usd-2-4-billion-signed-by-pakistan-with-china-for-hydro-power-project-in-pakistan-occupied-kashmir/?shared=email&msg=fail","date":"2020-10-22T06:07:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107878921.41/warc/CC-MAIN-20201022053410-20201022083410-00002.warc.gz","language_score":0.9369081854820251,"token_count":205,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__21888050","lang":"en","text":"An agreement was signed between Government of Pakistan, Chinese Company- China Three Gorges Corporation (State-owned company of Chinese Government), and Government of Azad Kashmir (Part of Pakistan occupied Kashmir).\nThe agreement is a Tripartite Power Purchase Agreement (TPPA) for the construction of the 1124 MW Kohala Hydro Power Project. This project is located near the villages of Siran and Barsala in Muzaffarabad district of Pakistan Occupied Kashmir. This hydropower project is located on the river Jhelum.\nThe accord represents the largest power sector investment by an independent power producer (IPP) under Beijing’s multi-billion dollars’ worth China-Pakistan Economic Corridor (CPEC), including the Gwadar Master Plan.\nThe estimated cost of the project is USD 2,364 million and is expected to be completed by 2026. This hydropower project will be constructed by subsidiary of China Three Gorges Corporation known to be Kohala Hydropower Company.","domain":"hydraulic_engineering"}
{"url":"https://www.colascanada.ca/waneta-dam/index.html","date":"2024-04-13T12:18:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816734.69/warc/CC-MAIN-20240413114018-20240413144018-00137.warc.gz","language_score":0.8726294636726379,"token_count":132,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__118418587","lang":"en","text":"Waneta Dam Expansion Project\nThe Waneta Dam Expansion Project will add generating capacity to the existing Waneta Dam south of Trail, BC with the construction of two infeed tunnels, powerhouse and tailrace.\nCastlegar Ready Mix, a subsidiary of Terus Construction, is supplying ready mix concrete and shotcrete for the construction of the new powerhouse from a portable concrete batch plant.\nThis project is characterized by a continuous high resource demand—of crew, equipment and aggregate. A further challenge facing this year-round project is the need to maintain temperature control of the delivered concrete within a tight temperature range despite heat and low ambient temperatures in summer and winter.","domain":"hydraulic_engineering"}
{"url":"https://valkyria.fandom.com/wiki/Roendahl_Canyon","date":"2020-04-02T00:24:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370506477.26/warc/CC-MAIN-20200401223807-20200402013807-00443.warc.gz","language_score":0.9678590893745422,"token_count":101,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__2552764","lang":"en","text":"The Roendahl Canyon is located in the upstream region of the River Mais east of Mellvere.\nIn ancient times the River Mais often flooded, causing great damage to cities downstream. Now water levels are controlled using the dams and flood gates built in the canyon. It recently became known that the frequent flooding of the River Mais was largely due to excessive timber logging in the middle ages, reducing the water-holding capacity of the surrounding area. The government is now considering a replanting program.","domain":"hydraulic_engineering"}
{"url":"http://ahecenerg.com/ahec-process/","date":"2022-11-29T03:41:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710685.0/warc/CC-MAIN-20221129031912-20221129061912-00039.warc.gz","language_score":0.9241822361946106,"token_count":338,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__59283801","lang":"en","text":"AHEC Generating Process Animated\nIt will use the same hydroelectric generating equipment used in China’s Three Gorge Dam. When validated, AHEC’s generating process will store water in two large reservoirs then converts that stored energy into electricity by using the gravity and force of water flowing through hydraulic turbines connected to generators. The water is returned to the reservoir for reuse.\nAHEC’s generating process plans to use existing proven hydroelectric generating technology, combined with a solar power rechargeable battery storage system to generate hydroelectricity. To compensate for the Laws Of Thermodynamics, organic solar carbon cells will be including on building windows design that connects to a series of rechargeable Lithium Iron Phosphate Batteries. The batteries would operate 10 Industrial Water Pumps at the bottom of the process and 10 Industrial Vacuum Pumps at the top of the process. Our process uses a closed-loop system that includes two large water reservoirs at the top of the process. The Main Reservoir will be larger than the second Smaller Reservoir, but of equal heights. The water will flow from the Main Reservoir into the Second Smaller Reservoir and then down to the Penstocks to the 40 Francis Turbine Generators. The difference in the water’s height between the main and second reservoir will be used to create a Positive Flow Charge in the Closed Looped System that will help the water return back to the Main Reservoir through the Return Penstock with the aid of Industrial Water Pumps.\nOur process was designed to ensure that the Potential Difference between the two reservoirs never reaches zero, in order to maintain a continuous controlled return water flow.","domain":"hydraulic_engineering"}
{"url":"http://www.daily-sun.com/post/235092","date":"2019-01-18T23:10:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-04/segments/1547583660818.25/warc/CC-MAIN-20190118213433-20190118235433-00184.warc.gz","language_score":0.9509047269821167,"token_count":236,"dump":"CC-MAIN-2019-04","global_id":"webtext-fineweb__CC-MAIN-2019-04__0__91317379","lang":"en","text":"Water levels at 49 river stations monitored by Flood Forecasting and Warning Centre (FFWC) have marked rises and 32 stations recorded falls, BSS reports.\nAmong the 90 monitored water level stations, three river stations have been registered steady while water level at five river stations are flowing above danger level, a bulletin issued by the FFWC said here on Sunday.\nThe Surma at Kanaighat and Sunamganj, the Kushiyara at Sherpur-Sylhet point, the Khowai at Ballah and the Kangsha at Jariajanjail are flowing above its danger level 19 cm, 3cm, 23cm, 7cm and 3cm respectively.\nSignificant rainfall was recorded at some stations in different districts during the last 24 hours ending at 6 am today.\nA total of 115 millimetres (mm) rainfall was recorded at Sylhet, 70 mm at Ramgarh, 105.8 mm at Ramgarh, 61mm at Sheola, 95 at Kanaighat, 50mm at Brahmanbaria, 75mm at Sherpur-Sylhet and 41.8 at Narsingdi.","domain":"hydraulic_engineering"}
{"url":"https://greendesertaquarium.com/products/power-head-pump-ph1800","date":"2024-04-16T01:30:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817036.4/warc/CC-MAIN-20240416000407-20240416030407-00141.warc.gz","language_score":0.9402520656585693,"token_count":118,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__38096470","lang":"en","text":"Flow rate: 1800L/H\nAquarium size: 200L~350L\nDymax power head (submerged motor-driven pumps) are superior pumps with great energy efficiency. They are the basic components for all Dymax filter systems and can also be used as circulation pumps. Dymax power head pumps are continuously tested for their effectiveness under realistic conditions. Used as circulation pump and fountain, they do not produce harmful shearing forces. Every power head pump include a universal holder and a flow rate control valve.","domain":"hydraulic_engineering"}
{"url":"https://energydayng.com/2022/12/21/china-completes-construction-of-worlds-second-biggest-hydro-plant/","date":"2023-12-05T11:51:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100551.17/warc/CC-MAIN-20231205105136-20231205135136-00151.warc.gz","language_score":0.9446106553077698,"token_count":413,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__124737790","lang":"en","text":"China has completed the construction of the second biggest hydropower plant in the the world with 1-gigawatt (GW) combined capacity.\nThis was confirmed by the Country’s broadcaster CCTV on Tuesday.\nThe Three Gorges Dam, in China is the biggest hydroelectric dam in the world. The 2.3km-long concrete gravity dam is designed to control massive floods in the flood-prone upper sections of the Yangtze River by diverting them downstream. Equipped with 34 turbo generators, the power plant has an installed capacity of 22.5GW.\nThe facility according to CCTV has been connected to the national grid, emerging as the second largest hydro facility on the upstream branch of the Yangtze river.\nThe Baihetan hydropower plant is equipped with sixteen turbines, making it the second largest hydropower generator in China and the world, behind only the Three Gorges Project, also on the Yangtze river.\nCCTV said that the power plant is estimated to generate 62.44 billion kilowatt-hour (kWh) annually, which could save about 90.45 million tons of coal a year and cut annual carbon dioxide emissions by 248.4 million tonnes.\nBaihetan is one of six giant hydropower stations along the Yangtze river, China’s longest.\nThe Three Gorges Corporation, the project’s developer, has described the 289-metre (948.16 ft)dam and its associated infrastructure as one of the country’s biggest and most challenging engineering projects.\nConstruction began in 2017, with a total investment estimated at 170 billion yuan ($24.38 billion). As a major project in China’s west-east power transmission program, it will deliver electricity across the country to cities in the east.\nChina is pressing ahead with hydropower construction in the southwest, despite a long and punishing drought this summer that saw generation volumes plunge and forced regions to ration power consumption.","domain":"hydraulic_engineering"}
{"url":"http://en.chasevalves.com/DetProduct?id=2628","date":"2021-09-28T22:27:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780060908.47/warc/CC-MAIN-20210928214438-20210929004438-00424.warc.gz","language_score":0.8419791460037231,"token_count":190,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__22364634","lang":"en","text":"The labyrinth high pressure differential control valves in CHASE VALVE is a kind of control valve which use multistage sleeve depressurization. The body adopts the S-shaped flow channel design with samll fluid resistance, and large circulation ability. Valve core adopts balanced loop hedge structure design, stable adjustment, strong pressure resistance. According to the pressure difference between the front and back of the valve, the multi-stage sleeve is used to reduce the pressure, which effectively avoids the occurrence of flash evaporation and cavitation.\nRating: ASME CLASS 600~2500（PN63~PN420)；\nDesign Std.: ASME CLASS 600~2500（PN63~PN420)；\nBody material: Carbon steel, stainless steel, alloy steel and duplex steel\nOperation: PDL series pneumatic diaphragm, PCL series pneumatic piston, electric","domain":"hydraulic_engineering"}
{"url":"http://www.instron.us/wa/acc_catalog/prod_list.aspx?cid=791&cname=Water-cooling%20Units%20for%20Extensometers","date":"2013-06-18T23:43:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368707436824/warc/CC-MAIN-20130516123036-00071-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9191689491271973,"token_count":105,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__118875711","lang":"en","text":"The water-cooling units are designed for use with 2630 Series Water-cooled and 2632 Series extensometers. It supplies a constant flow of cooled, de-ionized water to the extensometer.\nPrinciple of Operation\nThe unit consists of a reservoir with water level indicator, pump, radiator, cooling fan, water temperature and flow rate indicators. The device is self-contained and designed to use de-ionized water. No maintenace is required apart from keeping the reservoir full.","domain":"hydraulic_engineering"}
{"url":"http://sullex.com/components/","date":"2021-12-06T11:45:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363292.82/warc/CC-MAIN-20211206103243-20211206133243-00419.warc.gz","language_score":0.7881614565849304,"token_count":145,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__43710172","lang":"en","text":"Sullex Solar Pump controller is especially designed for Sullex water pump and motors, adopted with advanced IGBT technology, advanced MPPT technology, efficiency >99%, IP65 protection. Sullex controllers has a 1:1 matching power ratio with Sullex water pump and motor.\nAISI 304 stainless steel inside and out pump (AISI 316 optional).\nAISI 304 impeller and diffusers (AISI 316 optional).\nPump shaft and coupling AISI 420.\nNon-return valve built-in with same pump materials.\nCan withstand up to 50gr/m3 sand concentration in pumped water.\n100% robotic manufactured.","domain":"hydraulic_engineering"}
{"url":"http://www.gse.com.ge/for-customers/data-from-the-power-system","date":"2020-10-28T02:48:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107896048.53/warc/CC-MAIN-20201028014458-20201028044458-00312.warc.gz","language_score":0.8172789216041565,"token_count":163,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__68570839","lang":"en","text":"Data from the power system\nGeorgian power system is presented by Hydro, Thermal and Wind power plants. Currently, total installed capacity of Georgian system is 4097 MW. Namely:\n- Hydro Power Plants - 3152 MW:\n- Water reservoir Hydro plants 1992 MW;\n- Seasonal Hydro plants 982 MW;\n- Small Hydro plants (<13 MW) 178 MW.\n- Thermal Electric Power Plants - 925 MW:\n- Steam Turbines 872 MW;\n- CCGT 230 MW;\n- Gas Turbine 110 MW;\n- Coal 13 MW.\n- Renewable (except for water) - 20 MW:\n- Wind Power Plants is 20 MW.\nGeorgian power system is connected with the neighboring systems by following main high voltage interconnection lines:","domain":"hydraulic_engineering"}
{"url":"http://www.enka.com/fgpwpmp-mwp-civil-installation-contract-tengiz/","date":"2018-08-17T05:55:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221211719.12/warc/CC-MAIN-20180817045508-20180817065508-00660.warc.gz","language_score":0.8751076459884644,"token_count":208,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__157328294","lang":"en","text":"Future Growth Project (FGP)/Wellhead Pressure Management Project (WPMP). This expansion includes the construction of new greenfield process plants and some brownfield facilities in the work area.\nIn FGP/WPMP MWP Civil Installation Contract, construction of new roads, mud-reserve and flare pits, bulk backfilling and excavations, HDPE Technical water pipeline installation, precast concrete pile installation and cropping, construction of foundations required for the early greenfield production Multi Well Pads and Metering Stations are carried out.\nAs of August 2017, more than 4,300 m3 of concrete poured, 5,500 m HDPE pipeline installed, 3,000 ea. precast concrete piles driven, 210,000 m3 bulk filling material backfilled, 7.8 km gravel road constructed on different well pads, metering stations, greenfield & brownfield sites with an overall progress of 54.6% achieved. The project is expected to be completed by the end of October 2018.","domain":"hydraulic_engineering"}
{"url":"https://english.pravda.ru/news/russia/66754-n/","date":"2023-09-26T12:28:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510208.72/warc/CC-MAIN-20230926111439-20230926141439-00740.warc.gz","language_score":0.9177579879760742,"token_count":299,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__1829798","lang":"en","text":"Tajik and Russian officials on Monday launched construction of a major power plant in the impoverished ex-Soviet republic.\nThe more than US$1 billion (Ђ830 million) project to build the Rogun hydroelectric power plant on the Vakhsh river 120 kilometers (74 miles) east of the capital, Dushanbe, is funded by Russia's main aluminum maker, Rusal.\nThe first phase of the construction that envisages building a 225-meter (738-feet) dam and installing two 500-megawatt power generators will be completed by 2009, Rusal's project manager Oleg Lupachev said. In April, Russia began construction of another major power plant, one of a complex of two power stations also on the Vakhsh river, under a joint US$520 million (Ђ431 million) project with Iran, according to the AP.\nThe construction of the Rogun and Sangtuda power stations _ the country's largest energy projects _ was interrupted by a civil war that broke out in Tajikistan in 1992. The war between the Moscow-backed secular government and the Islamic opposition ended with a power-sharing agreement in 1997.\nThe completion of new power plants will allow Tajikistan to satisfy its own energy demands and sell electricity to neighboring countries. AM\nFollowing the missile attack on the Black Sea Fleet headquarters in Crimea, Russia will obliterate airfields in Western Ukraine where Sukhoi Su-24 bombers are stationed","domain":"hydraulic_engineering"}
{"url":"https://mydigitalnews.in/Pakal-Dul-Dam-upsc","date":"2023-02-06T07:00:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500304.90/warc/CC-MAIN-20230206051215-20230206081215-00605.warc.gz","language_score":0.9397327303886414,"token_count":1283,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__160693586","lang":"en","text":"Pakal Dul Dam\nThe Pakal Dul Dam is an under-construction concrete-face rock-fill dam on the Marusadar River, a tributary of the Chenab River, in the Kishtwar district of the Indian Jammu and Kashmir. The primary purpose of the dam is hydroelectric power generation. It will divert water to the south through a 10 km (6.2 mi) long headrace tunnel and into a power station on the reservoir of the Dul Hasti Dam, on the Chenab. In February 2014, the project was awarded to a consortium of domestic and foreign countries. It includes AFCONS, JP Prakash Associate Bharat Heavy Electricals. Pakistan, which relies on the Chenab downstream, views the dam as a violation of the Indus Water Treaty, whereas India states it is as per Treaty Provisions. Pakal Dul is a 1GW hydroelectric project (HEP) It is anticipated to produce around 3,330 million units (MU) of energy a year.\nEstimated to cost Rs81.12bn ($1.18bn), the Pakal Dul HEP project will be the biggest hydroelectric project in the state and the first storage project, upon completion. It is part of the prime minister’s Development Package (PMDP) for J&K and is expected to enhance the region’s power generation. Chenab Valley Power Projects Limited (CVPPL) is constructing the project on Marusadar River, a tributary of the Chenab River. Jammu and Kashmir State Power Development Corporation (JKSPDC) holds a 49% stake in CVPPL while National Hydroelectric Power Corporation (NHPC) and PTC India hold 49% and 2% respectively. The Foundation stone for the construction of the project was laid in May 2018, while construction is expected to be completed by the end of 2023. The project is expected to start operations in March 2024.\nPakal Dul hydroelectric project make-up\nPakal Dul hydroelectric power project includes the construction of a 167m-tall, concrete-face rockfill dam and two circular headrace tunnels. Each tunnel will have a diameter of 7.2m and a length of 9.6km. The main access tunnel (MAT) of the dam is expected to be 263m long and 8m wide. Head race tunnels will be connected with two 423m-long and 6m-diameter circular, steel-lined pressure shafts, which will be further bifurcated into four 685m-long and 3.9m-diameter penstocks. The project will feature an underground powerhouse, which will comprise four 250MW Francis turbines and generators. The powerhouse cavern will measure 157m-long, 20.2m-wide, and 49m-high. Four horseshoe-shaped tailrace tunnels will be constructed for the project, each measuring 125m-long and having a diameter of 5.5m. Power generated by the Pakal Dul hydroelectric project is proposed to be transmitted to the 400kV Kishtwar switching station. A 400kV switching station will be set up at the Kishtwar pooling station by line-in line-out (LILO) of Dulhasti/Ratle-Kishenpur 400kV (Quad) DC line.\nFunding and benefits of the Pakal Dul HEP project\nThe Government of India has agreed to provide Rs25bn ($364.01m) as subordinate debt to the state government for developing the Pakal Dul hydroelectric power project, in addition to an Rs11.92bn ($173.56m) grant to CVPPL. During the first ten years of operation, the state of J&K will receive 12% free power from the project, in addition to waiving water usages charges. The state will also have the first right to purchase the power allotted to NHPC (49%) and PTC (2%). The project is expected to create more than 3,000 direct and indirect construction jobs and approximately 500 operational jobs.\nPakal Dul hydroelectric project construction\nThe power required during the construction of the Pakal Dul HEP project is proposed to be provided by a new 400kV/132kV electrical substation near Kishtwar. CVPPL completed the construction of MAT of the powerhouse in December 2018, along with the adit to powerhouse (CAP), TBM adit road, and approach road connecting the access tunnel with the valve house.\nCurrent ongoing construction includes powerhouse works, the approach road to surge shaft, and adit to transformer hall. Other ongoing works include construction of approach roads to diversion tunnel and adit to HRT, construction of diversion tunnel (DT), and excavation works of the surface spillway and tunnel spillway. The construction works at the dam and powerhouse were put to a halt in March 2020 due to a lockdown ordered by the government in connection with COVID-19 and partial work resumed in May with limited manpower.\nThe works were put on hold again in August due to the area being declared a red zone and work resumed later in September with limited manpower. The construction works at the powerhouse site were also halted in the first week of October due to the spread of COVID-19 at the site.\n- Bharat Heavy Electrical Limited (BHEL) is performing electro-mechanical works at the Pakal Dul HEP.\n- In June 2018, Jaiprakash Associates Limited (JAL) secured an Rs28.53bn ($415.41m) contract from CVPPL for the dam civil works.\n- The joint venture of AFCONS and JAL was awarded the Rs10.5bn ($153.03m) powerhouse civil works contract in February 2018. The JV is responsible for the construction of the powerhouse (MAT portal) and approach roads connecting various facilities of the project.\n- In March 2019, Germany-based Voith Hydro was contracted to deliver four 250MW Francis turbines and generators along with auxiliary equipment and switchyard.\n- Snehal Engineering was awarded the contract for the fabrication and installation of spillways and power intake structures of the Pakal Dul power plant.","domain":"hydraulic_engineering"}
{"url":"https://www.mpmcgenerator.com/mobile-drainage-vehicle-15426947766511141.html","date":"2021-09-24T09:47:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780057508.83/warc/CC-MAIN-20210924080328-20210924110328-00662.warc.gz","language_score":0.8830918669700623,"token_count":164,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__45156839","lang":"en","text":"MPMC mobile drainage vehicle easy for movement, can be widely used in drain site, the vehicle integration of professional design, rational layout, large rescue operation radius, the drainage unit number configuration according to customer demand, large flow, the weight of pump unit is light, one person will be able to complete the drainage work，very suitable for city drainage and agricultural irrigation.\nOriginal high reliability of the generator set.\nOriginal high-quality chassis tractor.\nExternal power supply board power generation system\nRapid response and timely arrival to the drain spot.\nGreat adaptability to different road conditions.\nLarge power range, customized number of the drain unit\nUser-friendly layout, including operating control room.\nWidely customized, such as lighting and hydraulic support legs.\nHigh quality plug, power cable","domain":"hydraulic_engineering"}
{"url":"http://www.olatheks.org/PublicWorks/Construction/SMAC_projects","date":"2014-04-23T20:48:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-15/segments/1398223203422.8/warc/CC-MAIN-20140423032003-00481-ip-10-147-4-33.ec2.internal.warc.gz","language_score":0.95280522108078,"token_count":422,"dump":"CC-MAIN-2014-15","global_id":"webtext-fineweb__CC-MAIN-2014-15__0__104505338","lang":"en","text":"Projects to Address Creek Flooding\nThe City currently has five flood control projects underway in Olathe in 2013, with two more slated for construction in 2014.\nFunding for these projects is from the Johnson County Stormwater Management Program (75%) and the City of Olathe Stormwater Utility Fee (25%).\nConstruction on Indian Creek and Mill Creek flood control projects is expected to begin this summer at several locations:\nIndian Creek - This project will address street and house flooding that occurs on E. College Way Street, S. Lindenwood Dr., and S. Willow Dr. The project includes the construction of street and bridge improvements, retaining walls and channel widening. HNTB was selected to design this project. Trinity Excavating & Construction was awarded the construction contract for this project. Construction is underway and is anticipated to be completed by the end of May 2014. College Way will not be closed until Spring 2014.\nIndian Creek - This project will address street and house flooding that occurs on East 151st Street, S. Lindenwood Drive, S. Stagecoach Drive, E. 153rd Street. The project includes the construction of street pavement and a new multi cell box culvert on East 151st Street, retaining walls and channel widening. The project will be designed in 2013 and constructed in 2014. Design will be completed in early 2014 with construction in 2014 through 2015.\nIndian Creek - The project will address home and street flooding in the vicinity of Lindenwood Drive and 153rd Terrace. Improvements will include a new concrete box culvert and channel widening. Phelps Engineering has been selected to design the project. Design will be completed in early 2014 with construction in 2014 through 2015.\nMill Creek - Project will address house and street flooding in the vicinity of 108 East Mulberry (Mulberry and Cherry). The project will include buy out of two homes, culvert improvements, and channel improvements. Phelps Engineering was selected to design this project. The design has been completed, and it is anticipated that improvements will be constructed during the summer of 2014.\nFor more information:","domain":"hydraulic_engineering"}
{"url":"http://www.dopag.com/index.cfm?dom=5&rub=234","date":"2013-12-05T04:06:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1386163039753/warc/CC-MAIN-20131204131719-00063-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.8665909767150879,"token_count":97,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__144297229","lang":"en","text":"The drum pump P10, P30 and P80 range are chop check pumps.\nThey are manufactured as modular, robust and\nfail-safe, as well as particularly service and\nP10: Flow rate: 290 ml/min. Pressure ratio 11:1\nP30: Flow rate: 640 ml/min. Pressure ratio 33:1\nP80: Flow rate: 614 ml/min. Pressure ratio 56:1\nFlow rates at 20 cycles/min","domain":"hydraulic_engineering"}
{"url":"https://www.dpublication.com/abstract-of-3rd-mset/16-666/","date":"2023-03-23T19:50:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296945183.40/warc/CC-MAIN-20230323194025-20230323224025-00615.warc.gz","language_score":0.867222011089325,"token_count":208,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__228118094","lang":"en","text":"Proceedings of The 3rd International Conference on Modern Research in Science, Engineering and Technology\nFlow Field Analysis and Performance AssESSMENT inside a Vaned Diffuser of a Laboratory-Type Centrifugal Pump\nAbdelmadjid ATIF and Sara SAMI\nThe paper refers to the analysis of flow fields inside a vaned diffuser and performance assessment of a laboratory-type centrifugal pump operating with air. The study deals with numerical simulation of the flow at design flow rate, with focus on velocity and pressure distributions across a diffuser passage. The aim is to highlight the flow structure how it leaves the impeller and evolves through the diffuser to understand the mechanism of pressure recovery. The performance assessment consists of evaluating diffuser effectiveness. The numerical results are compared to experimental measurements. The comparison showed similar profiles and close performance.\nKeywords: Flow simulation; Centrifugal pump; Vaned Diffuser; Pressure Recovery; Diffuser Effectiveness.","domain":"hydraulic_engineering"}
{"url":"https://www.fishroom.es/en/compact-and-powerheads/525-hydor-pico-750-centrifugal-pump.html","date":"2019-07-15T23:11:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195524254.28/warc/CC-MAIN-20190715215144-20190716001144-00393.warc.gz","language_score":0.7309289574623108,"token_count":173,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__6558272","lang":"en","text":"Hydor Pico 750, centrifugal pump\nCentrifugal pump for universal use, with compact size and adjustable flow rate up to 750 L/h.\nHydor Pico 750 pump is a compact centrifugal pump that isable to work with very low water levels and provide a regulated output flow of 750 L/h, with a maximum height of the water column of 40 cm.\nPower: 6 W. We find it ideal for turtle tanks, aquaterrariums, small fountains, etc. May be used in fresh and saltwater tanks.\nDimensions: 5,2 x 6,5 x 3,8 cm\n- 220-240 VAC\n- Pumping head (H max)\n- 40 cm\n- Waterflow output\n- 750 L/h\n- For freshwater\n- For saltwater","domain":"hydraulic_engineering"}
{"url":"https://www.novaparks.com/parks/beaverdam-reservoir/updates/beaverdam-reservoir-renovation-project","date":"2019-02-15T23:25:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247479627.17/warc/CC-MAIN-20190215224408-20190216010408-00370.warc.gz","language_score":0.8693438768386841,"token_count":221,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__245416648","lang":"en","text":"The Beaverdam Creek Dam Modifications and Transfer Pump Station project is designed to improve safety and reliability by bringing the dam into compliance with Virginia dam safety regulations for high hazard dams.\nThe project includes phased excavation, diversion of water, construction of a new concrete spillway, embankment improvements, control tower modifications, a new transfer pump station & electrical building, improved drainage systems, instrumentation and controls improvements, and a permanent stream crossing.\n- Water access on Beaverdam Reservoir will close temporarily beginning November 1, 2016.\n- The reservoir will be lowered at the start of construction and refilled to an intermediate level upon achievement of project milestone 1, the select excavation at the existing spillway and erection of a temporary reservoir cofferdam.\n- Construction traffic to the site will be limited to Reservoir Road, off of Evergreen Mills Road.\n- Contractor work hours: 7:30 AM – 4:00 PM\nWater access on Beaverdam Reservoir will re-open to the public once construction is complete. For more information, visit www.loudounwater.org","domain":"hydraulic_engineering"}
{"url":"http://www.honeywellukwater.com/products/pressure-reducing-valves/D15NP/","date":"2013-05-19T16:59:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368697843948/warc/CC-MAIN-20130516095043-00092-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.8947200179100037,"token_count":144,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__42336562","lang":"en","text":"The D15NP pressure reducing valve helps protect installations against excessive pressure from the supply. They can be used for industrial or commercial applications within the range of their specification. By installing a pressure reducing valve, pressurisation damage is avoided and water consumption is reduced. The set pressure is also maintained constant, even when there is wide inlet pressure fluctuation. Reduction of the operating pressure and maintaining it at a constant level minimizes flow noise in the installation.\n- Cast iron construction offers maximum resistance to corrosion\n- Non Rising stem enables compact installation\n- max. 16 bar inlet pressure\n- 0.2 - 2 bar outlet pressure\n- Flanged connections to PN16, sizes DN50 to DN200","domain":"hydraulic_engineering"}
{"url":"https://infrastructuremag.com.ng/2019/01/21/nigeria-zungeru-hydroelectric-power-plant-set-to-add-700mw-to-national-grid/","date":"2024-03-02T20:08:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475897.53/warc/CC-MAIN-20240302184020-20240302214020-00144.warc.gz","language_score":0.9498554468154907,"token_count":301,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__12471685","lang":"en","text":"CNEEC-Sinohydro Consortium, has made a confirmation that the Zungeru hydroelectric power plant project in Nigeria is now 47% complete. CNEEC is in-charge of the development of the 700MW power plant project.\nXiao Nie, the deputy project manager explained this development during a tour to the $1.2BN project site in Zungeru, Niger State.\nThis power plant is made up of four units of 175MW each. Expectations are that it will be complete by 2020 following the power plant’s launch which was in 2013.\nZungeru hydroelectric power plant\nThe first phase of the project will be made known by December 2019. On the other hand, the remaining units will be launched after every three months.\n“The project consists of a storage reservoir with a maximum operation water level of 230 metres. It also has a total storage capacity of 11.4×109m3,” Nie said.\n“This power project’s annual power generation capacity is approximately 2,640GWh. We are also expecting that it will produce and supply electricity to the national framework,” he added.\n“Zungeru hydroelectric power will be helpful for controlling floods. Additionally, it will oversee the development of fisheries and agriculture. Furthermore, there will be an extension of the open period as well as the length of the fairway,” he said.","domain":"hydraulic_engineering"}
{"url":"http://www.fts-arg.com.ar/producto/entech-drv-bn-nozzle-check-valve/","date":"2022-05-28T11:24:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652663016373.86/warc/CC-MAIN-20220528093113-20220528123113-00291.warc.gz","language_score":0.9155788421630859,"token_count":344,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__39783874","lang":"en","text":"Descripción del Producto\nThe ENTECH™ DRV-BN nozzle check valve was designed to provide three mandatory requirements of a check valve: non-slam, low pressure drop and virtually no maintenance in large diameter applications.\nThe key feature of the DRV-BN nozzle check valve is its inherent non – slam characteristics. This can be attained due to the valve reacting quickly to flow (velocity) changes that it outpaces the process changes and can reach the point of closure before it is possible for the flow to reverse.\nThe type DRV-BN nozzle check valve is used in a variety of applications such as water, oil, and LNG pump stations as well as in gas compressor stations.\nThe DRV-BN nozzle check valve is a large bore valve designed for compressor and pumping stations from 16 in. (400 mm) diameter and above.\nIn this size range ENTECH incorporates the following:\n- The use of an annular ring design to minimize the weight of the disc to reduce the likelihood of fatigue and significantly improve valve response time to pipeline flow changes.\n- Centralized single coil spring mechanism as the most consistent spring force design, extremely stable and responds rapidly to flow variation.\n- Features a flow-spacer that allows the valve to be fully customizable to specific service and installation conditions and to be easily re-configurable in case of potential changes of customer plant flow performances over the years.\nCameron’s ENTECH™ nozzle check valve is designed to meet the criteria of conventional check valves by allowing forward flow under normal conditions, opening easily, firmly backseating at low velocity and closing on reverse flow with minimal seat leakage without slamming.","domain":"hydraulic_engineering"}
{"url":"https://www.johnsonurban.com/projects/detailPopup.php?12","date":"2023-12-08T19:53:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100769.54/warc/CC-MAIN-20231208180539-20231208210539-00338.warc.gz","language_score":0.9289889335632324,"token_count":117,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__157279477","lang":"en","text":"|Address:||South Orange Avenue\n|Architect:||Tozour Energy/DCO Energy – Joint Venture|\nAs part of a performance contract, the $16 million project consisted of the replacement of two chillers with two new 2,500 ton, high pressure steam driven chillers. The project also involved the addition of a 2,000 ton electric centrifugal chiller, which provides the chiller plant with a much needed increase in capacity. New pumps with variable frequency drives and automatic flow control valves were installed at each campus building to improve chilled water delta T.","domain":"hydraulic_engineering"}
{"url":"https://www.nta.ng/news/infrastructure/2015/08/10-dredging-of-river-niger-to-be-completed-in-november/","date":"2022-11-29T05:24:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710685.0/warc/CC-MAIN-20221129031912-20221129061912-00221.warc.gz","language_score":0.9718203544616699,"token_count":133,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__58007784","lang":"en","text":"Dredging of River Niger To Be Completed In November\nThe dredging of river Niger in Nigeria which is the removal of sand and mud from the bottom which makes the water deeper for various benefits, such as use of the sand for construction and easy passage for ships and cargos is expected to be completed by November.\nOn the site of the dredging, men and equipment were seen, though work was moving at a slow pace. The Project manager Engr. Sylvester Odili said the sand will be supplied to Julius Berger for construction of the second Niger bridge which will improve transportation. He also said that the dredging will help avert flooding.","domain":"hydraulic_engineering"}
{"url":"https://nfag.basu.ac.ir/article_436.html","date":"2022-07-01T13:39:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103941562.52/warc/CC-MAIN-20220701125452-20220701155452-00466.warc.gz","language_score":0.9196017384529114,"token_count":311,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__259734695","lang":"en","text":"عنوان مقاله [English]\nنویسندگان [English]چکیده [English]\nInvestigation on the causes of the water escape from Arbatan Dam is the main objective of this paper. The dam is located 50 km of North-East Tabriz in Azerbaijan-e-Sharghi province. The maximum capacity of the dam reservoir is about 27 millions m3 and is feeding by an artificial channel with 26 km length from Talkh-e-RoudRiver. The dam is constructed in 2005 and it is dewatered four years later due to water escaping. Geothechnial and field investigations show that Gypsifeerous marls with intercalations of Gypsum crystals are the main lithology of the site. A Salt layer has also been recognized in 35m under the reservoir. It seems the water has been reached to salt layer by dissolution of gypsum layers. The salt layer dissolution has been caused the underground channels and sinkholes, consequently. Roof falling of the underground channels caused the ground subsidence and the dam axis has broken. The same tendency of sinkholes and land subsidence with layers strike in the study area confirms the obtained result.","domain":"hydraulic_engineering"}
{"url":"https://www.bouygues-es.ch/en/cases/epfl/","date":"2024-02-21T04:42:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473370.18/warc/CC-MAIN-20240221034447-20240221064447-00759.warc.gz","language_score":0.9729021191596985,"token_count":143,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__49947937","lang":"en","text":"The heart of the system is a thermal power station, which was refurbished and expanded to accommodate four heat pumps with a total capacity of 24 MW, as well as two emergency gas boilers. A new structure on the building houses a data centre, the roof and façades of which are covered with photovoltaic panels.\nA new pumping station and a new lake pipeline were constructed on the shores of Lake Geneva, doubling the pumping capacity of the installations serving both the EPFL and the University of Lausanne to 2700 litres/second.\nIn addition to these major works, the hydraulic network was expanded through the construction of new pipelines. The heat and gas distribution networks have also been reinforced.","domain":"hydraulic_engineering"}
{"url":"https://legacy.blackhawkco.com/products/catalog/V2_Pneumatic_Pump_101","date":"2024-04-12T18:42:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816045.47/warc/CC-MAIN-20240412163227-20240412193227-00009.warc.gz","language_score":0.8427133560180664,"token_count":221,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__177372020","lang":"en","text":"V-2 Pneumatic Piston Pump™ 101\nThe V-2 Pneumatic Piston Pump™ is Blackhawk's most versatile pneumatic reciprocating piston pump. It is designed for the broadest range of pumping applications and environments, including hot or harsh landfill leachate, gas-well dewatering, condensate-recovery sump, hydrocarbon remediation, and groundwater pump applications. Model 101 maintains steady flow to depths of 555 feet (169 meters).\nThe V-2 Model 101 is a reciprocating rod, positive-displacement piston pump powered by industrial-quality compressed air. The motor is at surface grade, above the wellhead for easy installation and maintenance. Power to the pump is direct from surface through the sucker-rod assembly. The fluid inlet is at the pump bottom intake and removes fluid to 0 submergence depth.\n- Landfill Leachate\n- Gas Well Dewatering\n- Directional Wells\n- Ground Water Remediation\n- DNAPL Recovery and LNAPL Recovery","domain":"hydraulic_engineering"}
{"url":"http://en.sdtmyj.com/product/581.html?productCateId=77","date":"2024-04-16T16:07:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817103.42/warc/CC-MAIN-20240416155952-20240416185952-00283.warc.gz","language_score":0.904884934425354,"token_count":589,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__128816953","lang":"en","text":"South Row Project of Dushan on Hangjiahu\nHangjiahu Lake’s South Paiping Lake Pond Extending and Dredging Dushan Waterlogging Drainage Project is one of the planning projects to improve the drainage capacity of Hangzhou Bay to the south and recommended in the \"Several Opinions on Strengthening Flood Control Construction in the Taihu Basin from 2001 to 2010\" approved by the State Council. It is the recent construction project of the \"Hangjiahu Area Flood Control Plan\" approved by the provincial government and has been included in the \"Taihu Lake Basin Flood Control Plan\" approved by the Ministry of Water Resources. The construction of the project will play an important role in flood control in the river basin, flood control in Hangzhou-Jiaxing-Huzhou area, and flood control in cities such as Jiaxing and Pinghu; at the same time, it can also improve the comprehensive benefits of shipping conditions and river network water environment.\nThe Hangjiahu South Paiping Lake Pond Extending and Dredging Dushan Waterlogging Drainage Emergency Project is the first implementation project of the Hangjiahu Nanpai Dushan Waterlogging Drainage Project. The project is grade I. It is located in Huanggu Town, Pinghu, Jiaxing. It consists of Dushan Drainage Gate and Dushan Ganhe (Guocun to Dushan section), Yangqiao Navigation Control Gate, Huanggutang Navigation Control Gate and other control gates. According to the approval of the preliminary design report of the project, the Dushan Drainage Sluice is designed according to the 100-year once-in-time standard, and 200-year-in-time check. The net width is 40m (5 holes×8m), the floor elevation of the gate is -2.8m, and the total displacement is 298 million cubic meters. ; The newly opened emergency section of the Dushan Dry River is 2.9km long, 89.4m wide, 48m bottom width, river bottom elevation -3.80m, embankment top elevation 3.20m, and embankment top width 5m. The total construction period is 36 months and the total investment is 386 million yuan.\nAfter the completion of the project, the direct beneficiaries will be in the southern area of Jiaxing City, including Xiuzhou District, Nanhu District and Pinghu City. It will protect 3.3 million people and protect 3.1 million mu of cultivated land. The indirect protection area is the eastern plain of Hangjiahu Lake, with a total area of 7446 square kilometers, benefiting an area of 860 square kilometers.\nTIANMING HEAVY INDUSTRY","domain":"hydraulic_engineering"}
{"url":"https://portconsultantsrotterdam.org/portfolio-items/dredging-study/","date":"2024-03-05T11:21:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707948234904.99/warc/CC-MAIN-20240305092259-20240305122259-00573.warc.gz","language_score":0.9086787104606628,"token_count":155,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__192767450","lang":"en","text":"Port Consultants Rotterdam conducted a dredging study for the port of Hazira. The Port of Hazira is primarily built for LNG facilities, and later expanded with a basin for a container terminal. The high current velocities of the port entrance yielded a serious design challenge. These conditions were difficult for the construction of breakwaters and dredging works either. Monsoon waves and swell affected the works further. The high silt load of the current causes large maintenance volumes in the port basin and the entrance channel. Part of the dredging study included cost estimation of capital dredging and exploring maintenance dredging strategies. Maintenance schedules combining trailing suction hopper dredgers and water injection dredgers have been tried and tested in order to minimize annual maintenance dredging costs.","domain":"hydraulic_engineering"}
{"url":"http://m.solarpowerplant.co.in/solar-water-pumping-system-6274120.html","date":"2020-12-02T18:18:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141715252.96/warc/CC-MAIN-20201202175113-20201202205113-00219.warc.gz","language_score":0.871111273765564,"token_count":147,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__179103818","lang":"en","text":"Solar Water Pumping System\nThis multi stage Solar Water Pumping System is equipped with energy efficient copper motor. This high pressure based submersible type pump is used for supplying water. Its voltage requirement is 24vDC and frequency is maximum 50 Hz. Its115 m head has 2m3/h flow rate. This Solar Water Pumping System can endure maximum 70 degree C water temperature. Its deep well pump dimension is 76 mm. Housing of this system is made of 304 grade stainless steel. Long working life is one of its key aspects.\nB No. B-317, 3rd Floor, D.B Gupta Road, Motia Khan, Paharganj,, New Delhi, Delhi, 110055, India","domain":"hydraulic_engineering"}
{"url":"https://allenes.com/allenes-engineers-will-present-two-posters-at-the-asbpa-national-conference-october-13-16/","date":"2024-04-23T18:24:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818732.46/warc/CC-MAIN-20240423162023-20240423192023-00037.warc.gz","language_score":0.9119352102279663,"token_count":205,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__111989724","lang":"en","text":"Poster Title: Beneficial Use of Dredge Materials for Marsh Habitat Creation on the Mississippi Gulf Coast\nPresenter: Mr John Bourgeois\nAbstract: The program included the assessment, planning, and design of containment berms in sensitive environments to restore coastal marsh habitat through the placement of dredge material. The projects included marsh restoration at the mouth of the Wolf River in St. Louis Bay and North Beardslee Lake near the Pascagoula River. The projects included containment berm design including stability and settlement analysis, consideration of wind/waves on the survivability of the projects, hydraulic design of weirs, erosion control design, and construction document development.\nPoster Title: Creation of Living Shorelines on the Mississippi Gulf Coast\nPresenter: Mr Will Pentecost\nAbstract: The project included the assessment, planning, and design to improve the resilience against seaward erosion of a stretch of Front Beach in Ocean Springs, MS through a natural system of erosion control measures supplemented with engineered technology.","domain":"hydraulic_engineering"}
{"url":"https://www.lamota.org/en/syncra-20-sicce-water-pump-2150-lh/","date":"2022-12-01T09:02:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710808.72/warc/CC-MAIN-20221201085558-20221201115558-00477.warc.gz","language_score":0.8646761178970337,"token_count":100,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__154222084","lang":"en","text":"Syncra 2.0 SICCE Water Pump (2150 L/h)Sicce\nSyncra 2.0 SICCE (2150 L/h) is a submersible water pump that can be used both inside and outside the water tank. It is made with durable materials that ensure optimum performance.\n- Power efficient (32W)\n- 2,150 L/h flow\n- Quiet running\n- Built-in suction pads and connecting tube","domain":"hydraulic_engineering"}
{"url":"https://www.longfellowcreeknds.com/longfellownds-site-designs","date":"2023-12-04T00:48:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100518.73/warc/CC-MAIN-20231203225036-20231204015036-00735.warc.gz","language_score":0.9048826694488525,"token_count":109,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__284570130","lang":"en","text":"Natural Drainage Systems (NDS) and Pedestrian Improvement Designs\nThis project consists of designing and constructing natural drainage systems at three locations in the Delridge and Westwood neighborhoods. The project goals are to improve Longfellow Creek water quality, reduce drainage and flooding issues, and improve pedestrian safety.\nConstruction for the Longfellow Creek Natural Drainage Systems (NDS) project is scheduled to begin April 2022 and is expected to go through Fall 2023. Visit the project webpage for the most up-to-date construction information.","domain":"hydraulic_engineering"}
{"url":"http://sphere1216.de/v02_text.html","date":"2022-08-08T00:47:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570741.21/warc/CC-MAIN-20220808001418-20220808031418-00545.warc.gz","language_score":0.9592041373252869,"token_count":104,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__201418998","lang":"en","text":"The hydraulic cylinder can lift up to 10 tons and is connected to a hydraulic pump which is attached between the sphere shells. It can be operated from inside and outside.\nThe hydraulic cylinder which lifts up the upper half sphere is attached only a few centimeters behind the rotation axes of the sphere, the hinge. Therefore, huge forces are applied to the hinge and the cylinder. While moving only by approx. 5cm, the upper half-sphere lifts up to a distance of approx. 50cm on the opposite side.","domain":"hydraulic_engineering"}
{"url":"http://www.dooyoo.co.uk/garden-irrigation/karcher-sdp7000-submersible-dirty-water-pump/","date":"2013-12-04T17:44:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1386163036037/warc/CC-MAIN-20131204131716-00019-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.7231642603874207,"token_count":263,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__39404045","lang":"en","text":"Karcher SDP7000 Submersible Dirty Water Pump Reviews\nProduct Type: Karcher Garden Irrigation\nDescription:Model ID SDP7000 / Brand: Karcher / Type: Dirty Water Pump / A high volume entry level submersible flood pump designed to remove dirty water with particles up to a max size of 20 mm at high speed / Can be used in ponds, pools, flooded areas etc / Features include a water level ... more\nKarcher SDP7000 Submersible Dirty Water Pump ... float switch that allows the pump to work automatically between two predetermined levels, integrated handle for easy transportation and storage and hose connector offering ease of hose fitting to minimise thread damage.\nPrice Comparison for Karcher SDP7000 Submersible Dirty Water ...\nProducts Similar to Karcher SDP7000 Submersible Di ...\n|More products in Garden Irrigation|\n|Kingfisher Garden Wall Mounted Hose Pipe Hanger||Phostgn 6 Function Hose Spray Gun||Hozelock Aquastorm 15 Sprinkler and Waterstop Connector|\ndoes what it is designed to do\nno stop button\n|Karcher 6.390-859 Six Metre High pressure Extension Hose||Solo 475||Solo 457|","domain":"hydraulic_engineering"}
{"url":"http://pumpbazaar.com/cri-1-hp-domestic-water-motor-pump-selfy101-vertical-suction-8-mtrs-horizontal-suction-30-mtrs.html","date":"2018-03-21T05:26:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257647576.75/warc/CC-MAIN-20180321043531-20180321063531-00491.warc.gz","language_score":0.8714397549629211,"token_count":114,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__202222890","lang":"en","text":"CRI 1 HP Domestic Water motor pump DORA100\nCRI 1.5 HP Domestic Water motor pump CHAMPEE150\nCRI 1 HP Domestic Water motor pump SELFY101, Vertical Suction 8 Mtrs, Horizontal Suction >30 Mtrs\nCRI Monoblock Pump are driven by a totally enclosed fan cooled AC induction two pole motor which makes it ideal for functioning for longer duration. Motor stator is made of low watt loss silicon laminations which is put together under pressure and firmly locked in the frame.","domain":"hydraulic_engineering"}
{"url":"https://sheridandaily.com/b17-6bn-canal-in-ayutthaya-gets-nod/267667/","date":"2018-03-22T04:27:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257647768.45/warc/CC-MAIN-20180322034041-20180322054041-00327.warc.gz","language_score":0.9051592350006104,"token_count":270,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__184452949","lang":"en","text":"The cabinet has approved in principle a 17.6-billion-baht project to build a run-off drainage canal in Ayutthaya province to mitigate flooding in the old capital.\nWith a capacity of 25 million cubic metres, the Bang Ban-Bang Sai canal will move water from Muang district at 1,200 cu m/s. When combined with the capacity of the Chao Phraya River, water can be drained at 2,400 cu m/s, said Col Athisith Chainuwat, assistant spokesperson for the Prime Minister’s Office.\nThe 23km canal comes with two-lane roads on both sides, a control building, watergates to drain or store water for the dry season, as well as bridges and other necessary structures.\nThe project will relieve flooding in the Chao Phraya plains — from the end of the Chao Phraya Dam to the Gulf of Thailand.\nAlso benefiting from the new canal will be around 230,000 rai of farmland in Muang, Bang Ban, Bang Sai, Bang Pa-in, Phak Hai and Sena districts in Ayutthaya and Pa Mok district of Ang Thong province.\nThe Royal Irrigation Department will conduct a survey, handle the design and acquire land so the canal can be completed by 2019.","domain":"hydraulic_engineering"}
{"url":"https://stcharlescitymo.gov/807/Nathan-Ave-to-Rose-Brae-Storm-Sewer-Impr","date":"2024-02-25T02:58:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474573.20/warc/CC-MAIN-20240225003942-20240225033942-00595.warc.gz","language_score":0.8599185347557068,"token_count":116,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__69399802","lang":"en","text":"Nathan Avenue to Rose Brea Drive Storm Sewer Improvements\nImpacted Ward: 2\nContractor: Bi-State Utilities\nThis purpose of the project is to alleviate frequent flooding along Woodlawn Drive and Gustane Drive. The conceptual project is to replace the undersized conveyance system and increase the inlet capacity.\nVirtual Road Show\nThe existing drainage system upstream of rose Brae Dr. is undersized with capacity issues causing localized flooding along Woodlawn Dr., Gustane Dr., Cunningham Ct. and Nathan Ave. Learn more through our Virtual Road Show:","domain":"hydraulic_engineering"}
{"url":"http://en.chmc.cc/channels/63_2.html","date":"2022-09-25T21:06:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030334596.27/warc/CC-MAIN-20220925193816-20220925223816-00218.warc.gz","language_score":0.9292822480201721,"token_count":547,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__185646296","lang":"en","text":"With the vertical integration of the general contracting industry chain as the core and facing the global market, CHMC provides engineering construction services in the primary modes of EP, EPC and BOT for thermal power generation, hydroelectric power generation, nuclear power generation, thermal cycle power generation, wind power generation and power transmission and transformation projects, forming a complete industrial chain of project establishment, feasibility studies, project planning, investment and financing, investigation, engineering design, construction, equipment supply, installation, commissioning and operation.\nThe Tigyit Power Plant is the first coal-fired power plant in Myanmar, with a total installed capacity of 2 x 60 MW. The project is highly valued by the Myanmar government. CHMC signed a general contract with Myanmar State Electric Power Co., Ltd., and is responsible for the design, supply, civil construction and installation of complete sets of equipment for the power plant. The completed power station has alleviated the pressure of electricity consumption during Myanmar’s dry season and filled the gap of thermal power generation in Myanmar.\nThe Chongqing Songzao 2×150 MW Coal Gangue Comprehensive Utilization Power Generation Project is located in Anwen Town, Qijiang District, Chongqing and is owned by Chongqing Songzao Electric Power Co., Ltd. with an installed capacity of 2 x 150 MW. It is a typical pithead power plant and also a key construction project during Chongqing’s 11th Five-Year Plan period. CHMC has contracted 2 x 150 MW condensing steam turbine units and transformers for Songzao Electric Power Co., Ltd. In addition, CHMC has also contracted a complete set of thermal power generation equipment for its own power plant of the Songzao Mining Bureau.\nThe Kuching Power Station project is located in Kuching City, Malaysia. The installed capacity of Phase II is 2 x 55 MW. In cooperation with CMEC, CHMC undertakes the supply and technical services of coal conveying systems and coal mills at the power plant.\nThe Cua Dat project is located in Thanh Hoa, Vietnam, and is owned by Cua Dat Hydropower Co., Ltd., Vietnam. The total installed capacity of the hydropower station is 97 MW. CHMC’s responsibilities include general contracting for the design, supply, transportation, installation, commissioning, guidance and training of mechanical and electrical equipment of the hydropower station.\nThe SDIC Hainan Pure Low-Temperature WHR Plant technical renovation project has a new installed capacity of 8 MW. CHMC has taken on the EPC general contract for project design, civil engineering, supply, installation and commissioning.","domain":"hydraulic_engineering"}
{"url":"http://www.ecosysglobal.com/fully-automatic-water-level-controller-5202704.html","date":"2019-12-08T23:19:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540515344.59/warc/CC-MAIN-20191208230118-20191209014118-00021.warc.gz","language_score":0.8471019864082336,"token_count":93,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__123248827","lang":"en","text":"Product Code : Fully Automatic Water Level Controller\nBrand Name : Ecosys Efficiencies Pvt Ltd\nPrice And Quantity\nMinimum Order Quantity\nAutomatic water level controllers are a product that was created to automatically control a motor, which helps to ensure a constant reserve of water in a storage tank. These automatic water level controllers are used to automatically fill the over-head tank when it starts or has become empty as well as monitor the water level in it.","domain":"hydraulic_engineering"}
{"url":"https://dementconstruction.com/new-reelfoot-lake-spillway-and-bridge/","date":"2023-11-30T23:32:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100258.29/warc/CC-MAIN-20231130225634-20231201015634-00276.warc.gz","language_score":0.8971739411354065,"token_count":230,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__60373842","lang":"en","text":"This project included the S.R. 21 widening, the closure of the existing Reelfoot Lake spillway, and the completion of the new Reelfoot Lake spillway and channel in Lake and Obion Counties, Tennessee. Highlights of this project include over 535,000 cubic yards of excavation and embankment; an intricate dewatering system to allow for spillway construction; the new reinforced, cast-in-place concrete spillway structure; spillway access roads; over 1 mile of spillway channel construction; reforestation; utility relocations; the replacement of the S.R. 21 bridge over the spillway channel; and over 18,000 square feet of 74’ long sheet piles to close the existing spillway structure. The new spillway structure included approximately 5,300 cubic yards of concrete; 464,000 pounds of reinforcing steel; the gates and operating equipment, as well as electrical service to run the equipment; the stop logs and accessories; and the access bridge. The new spillway structure was built to replace the aging, existing structure and to improve the lake level management of Reelfoot Lake.","domain":"hydraulic_engineering"}
{"url":"https://store.nerokas.co.ke/index.php?route=product/product&product_id=2232","date":"2023-12-01T11:06:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100286.10/warc/CC-MAIN-20231201084429-20231201114429-00842.warc.gz","language_score":0.7429277300834656,"token_count":114,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__40893114","lang":"en","text":"Submersible Water Pump 220V 25W\n25W Ultra-Quiet Submersible Water Fountain Pump Filter Fish Pond Aquarium Water Pump Tank Fountain 220V\nScope of application: a wide range of fields such as aquarium fish tanks, garden fountains, flowing water crafts, water-cooled air-conditioning fans, mechanical equipment, etc.\nVoltage: 220V-240V/50-60HZ, 110V-120V/60HZ\nFlow rate: 1200L/H\nVoltage: 220 V","domain":"hydraulic_engineering"}
{"url":"https://www.online-yellow-pages.com/impresa-pizzarotti-c-spa/","date":"2018-09-19T18:48:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267156270.42/warc/CC-MAIN-20180919180955-20180919200955-00544.warc.gz","language_score":0.8933272361755371,"token_count":343,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__10984672","lang":"en","text":"IMPRESA PIZZAROTTI & C. SPA\nAddress: 1, v. A. M. Adorni 43121 Parma (PR)\nKeywords associated with this company: aqueducts, building automobile silos with rotating platforms, building of town halls, construction of aircraft hangars, construction of airport runways, construction of hospitals, construction of hydroelectric power plants, construction of long-distance lines, construction of man-made lakes, construction of supermarkets and shopping centres, construction of theatres, construction of tourist harbours, construction of underground subways, construction of water canals, Fossil-fuel power stations - installations and equipment, infrastructure construction, installation of motorway lighting works, large civil and industrial building projects, major building works, major project and infrastructure building companies, Marine, multi-level car park construction, photovoltaic solar energy, photovoltaic systems, rail and tram industry, railway and tramline installations, river and lake work, road and motorway viaduct construction, Shipyard building, stadium construction, street lighting, street lighting systems, transport infrastructures, university construction,\nContact withReply by email\nTransport infrastructures and civil works constructed. Since 1910, large building works carried out, work for public and private sectors. Roads, motorways, railway lines, bridges and viaducts. Underground lines. Engineering works for the hydroelectric sector and navigation. Airports, ports, breakwaters, quays, docks, wave breakers. Construction of dikes and artificial lakes. Piping and conduits. Residential, commercial and manufacturing buildings, hospitals and car parks constructed.","domain":"hydraulic_engineering"}
{"url":"https://en.tradesparq.com/SUPPLIERS/JET-PUMP-MANUFACTURERS.html","date":"2022-09-27T20:32:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335058.80/warc/CC-MAIN-20220927194248-20220927224248-00664.warc.gz","language_score":0.8053925633430481,"token_count":304,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__205556264","lang":"en","text":"Cast Iron Pump, with a very high hydraulic performance and a considerable pressure capacity.\nCast Iron Pump Specification\nOperating conditions: 1. Max.working pressure 8 bar 2. Liquid temperature up to 60ìC 3. Ambient temperature up to 40ìC 4. Total suction lift up to 9m 5. Continuous duty Motor: 1. Two-Pole induction motor(n=2900r.p.m.) 2. Insulation Class B/F 3. Protection IP44 Material: 1. Pump body: Cast Iron 2. Motor Support: Cast Iron 3. Impeller: Brass/Noryl 4. Diffuser: Noryl 5. Shaft with rotor: Hi-Cr plated 45# Steel/Stainless Steel 6. Mechanical seal: Carbon/Ceramic Application: -Self priming jet water pumps with a very high hydraulic performance and a considerable pressure capacity. -Able to pump up to mt.9 depth and work perfectly even in soda-water -Suitable for water lifting and distribution in domestic fittings by small and medium sized\nThe 3D2-S High Pressure Pump is small size, compact strcture, stable driving, lower friction coefficient, low temperature, etc.,\nThe splash or forced lubrication will be used for the power end with teh characterisitics of small size, compact structure, stable driving, lower friction coefficient, low temperature and suitable for long time","domain":"hydraulic_engineering"}
{"url":"https://casecheckout.com/taiyang-company-the-taiyuan-pipeline-project/","date":"2023-03-21T04:34:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296943625.81/warc/CC-MAIN-20230321033306-20230321063306-00519.warc.gz","language_score":0.9577012658119202,"token_count":1517,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__212611584","lang":"en","text":"Taiyang Company The Taiyuan Pipeline Project The Taiyuan pipeline project was a major project of the Taiyuan Province of China, which was the first in the Taisha-Aoichun region, to build new pipelines to the commercial and industrial markets, as well as to develop the infrastructure. The project was announced on 10 August 2016. The project, which was conceived by the Taiyutan Provincial Administration (TAPO), has been implemented in five phases—phase I—from June 2016 to June 2017. The project is being planned to begin in 2017 and be completed in 2019. The project was launched on 4 August 2016, and implemented in four phases: phase I—reconstruction of the pipeline, phase II—post-construction of pipelines, phase III—construction of new pipelines, and phase IV—framing of the pipeline. Phase I, which was designed and funded by the Taiyi Junan Foundation, is currently under construction. The project will be completed in phase III, and in phase IV, the project will be finished in phase III. Phase I Phase II Phase III Phase IV Phase V Phase VI Phase VII Phase VIII Phase IX Phase X Phase XI Phase XII Phase XIII Phase XIV Phase XV Phase XVI Phasellan Phase References Category:2016 establishments in Taiwan Category:2017 establishments in China Category:Taiyuan Province Category:Cooperative projects Category:Construction of Taiyuan Category:Transport in Taiyuan County Category:Buildings and structures in Taiyutuan County Category:Pipelines in Taiwan Taiyang Category:Tourist attractions in Taiyu CountyTaiyang Company The Taiyuan Pipeline Project The Taiyuan pipeline project is a strategic strategic initiative of the Taiyuan National Mining Corporation for the construction of the Taiyang-Tianyang Pipeline and the Tianyang River Project, in Hengshan, Taiwan.\nPorters Model Analysis\nThe project was started by the officials of the Taiyo-Tian Yangtze-Tianjing Railway Station (TIAN) and the Taiyue Railway Station. The project aims to expand the infrastructure of the Taiyi-Tianyuan Railway Station into the Taiyi River and the Taiyang River Basin by providing the necessary infrastructure for connecting with the Taiyui River, and to carry out a comprehensive and efficient transfer of water from the Taiyucan Basin to the Taiyukan Dam. Construction of the Tai Yangtze and Yangtze River Basin Pipeline The construction of the construction of Taiyang-Yangtze and Taiyang-Yinjing Canal (TC) was started by various officials of the TIAN and TIANyang Railway Station and the Taiyo Railway Station. The TIAN Railway Station is the first railway station to be constructed in the Taiyang basin. The Tianyang Railway Station has been the location of the Taiiwai-TianYangtze-Yangtzedan Railway Station since it was opened in 1964. The construction of the Tian Yangtzedan Canal has been started by the TIAN Railway station and the TIAN Yangtzedani Railway Station. Since the construction of TIAN Railway, the railway stations have been equipped with bridges. The railway station and the railway station of the Tianshui Railway Station have been equipped for the construction and maintenance of the railway stations.\nPorters Model Analysis\nThe construction activities of the railway station and railway station of TIAN railway station were started in 2004. Between 2004 and 2008, the construction of a new railway station was carried out on the basis of the TAN-A-Tianyi Railway Station. This railway station was constructed on the basis that the traffic was carried out by local railway companies. The construction work was carried out in partnership with TIAN Railway and TIAN Yangyotsu Railway Station. In this project, the construction activities of TIAN Yangtu (TIAN Yangtze) and TIAN Tianshü (TIAN Tianshu) were carried out. In addition to the construction work of the TIA-Tianxiao Tianxiao Railway Station, the construction works of the construction works carried out on a basis of the construction work carried out on TIAN Yangxiao Railway (TIAN-Yonzhi) station and TIAN-Shi (TIAN Shi) station. In addition to the work of the construction activities carried out on Biodiversity and Conservation Biodiversity, the construction work on the construction of bridges carried out go to my blog YTTC-Tian-Yonxiao-Tianzheng Railway (TICAL-Yonkotzhi) and TICAL-Shi-Tianzhong Railway (TIC-Yonzhong) stations. In a project carried out on a knockout post Tianxiang Railway (Tianyang) station, construction on the construction works on TIAN-Tianyou Rongkong Railway (Tsianyang-Tianshui) and see this website Railway Station was carried out.\nIn a further project carried out by the Tianyuan National College, the construction projects of TIAN-Yianxiao (TIAN Yjia) and Tianyang-Yunan (TIAN yuan) stations were carried out on other construction projects, such as the construction of construction of the Chinese Railway Canal Station, the extension of the Chinese railway line to Taiwan, and the construction of extension of the Yangtze river to the Yangtzhuang River. As a result of the construction projects carried out on these sites, the construction facilities of the main bridges and the construction work for the Taiyang river basin were provided. However, the construction operations on the Taiyang and Yangtzing rivers were carried out in the same manner. The construction works on the Taiyu River Basin were carried out from April 2004 to June 2008. In addition, the construction on the Taiyi and Yangtzi rivers was carried out from March 2008 to December 2009. In thisTaiyang Company The Taiyuan Pipeline Project The Taiyang Company (Kokkai: Taiyang Press) is a company located in the Taiyang District of Taiwan. They are located in the central part of the Taiyuan City in Xingtai, Taichung County. Their main duty is to construct the Taiyang Pipeline Project as the Beijing–Shenyang Line.\nConstruction of the pipeline began on 25 April 2001, the day before the first round of the 16-km project project was to be completed. Construction began on 2 November 2002, the day after the first round, and the pipeline was extended to 6 February 2003. The pipeline will be the first in the project to be completed to date, and will make as many as 6km of possible pipeline length to the Beijing-Shenyang line, which runs along the Taiyan River, to the Beijing–Yueping River. The project will create an additional 14km from the Taiyun River in the southern part of the city. The route will connect with the Beijing-Yueping Road, a long route led by the Beijing–Kunming road, which connects the Beijing–Guangzhou-Xueyang road with the Beijing–Jiangsu Road, a road led by the Gui River. The project is expected to be completed by the end of 2004. References External links Category:Cities and towns in Taichung","domain":"hydraulic_engineering"}
{"url":"https://uusdip.org/uusdip-about","date":"2023-12-02T20:51:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100452.79/warc/CC-MAIN-20231202203800-20231202233800-00761.warc.gz","language_score":0.948064386844635,"token_count":484,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__48873911","lang":"en","text":"Uttarakhand Urban Sector Development Investment Program- ADB Financed (UUSDIP) [Year 2008 to 2018]\nTo facilitate basic amenities i.e. water supply and sewerage to the public the UUSDIP program had been executed in Uttarakhand state. The program was assisted by Asian development Bank, through Govt. of India.\nThe program had been executed in two tranches.\n- 255 Km Water supply network, 7500 House service connection, 6 High efficient tubewells, 3 Water treatment plant of total capacity of 56.5 MLD with 10 MLD capacity softening plant had been installed, including other construction works in Dehradun town.\n- 74 Km Water supply network, 7800 House service connection, 6 water reservoir of total capacity of 8300 K.L. and 11 MLD capacity Water treatment plant had been installed, including other construction works in Ram Nagar town.\n- 107 Km water supply network, 6000 House service connection, 22 water reservoir of total capacity of 9456 K.L, a softening plant having capacity of 1 MLD and 4 tube wells and other construction works had been executed in Nainital town.\n- 197 Km. Water supply network, 16000 House service connection, 8 tube wells, 3 water reservoir of capacity of 2800 K.L and other infrastructural works had been completed in Roorkee town.\n- 11 Km. Water supply network, 17 water reservoir of total capacity of 12250 K.m and other construction works had been done completed in Haldwani town.\n- 129 Km. Sewerage network, 8500 free of cost House service connection and construction of the largest capacity of 68 MLD sewerage treatment plant had been completed for Kargi zone of Dehardun town.\n- 75 Km. Sewerage network and construction of 33 MLD Sewerage treatment plant had been constructed in Roorkee town.\n- Beautification related infrastructure had been completed in Rajpur Road corridor, Dehardun.\n- Modification of water sources, establishment of pump houses and other works i.e re-construction and restoration works had been completed in Haridwar, Nainital, Dehradun, Haldwani and Ram Nagar towns.\nProject Completion Reports :-","domain":"hydraulic_engineering"}
{"url":"http://gujs.gazi.edu.tr/article/view/1060000411","date":"2019-08-23T13:19:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-35/segments/1566027318421.65/warc/CC-MAIN-20190823130046-20190823152046-00340.warc.gz","language_score":0.9534979462623596,"token_count":193,"dump":"CC-MAIN-2019-35","global_id":"webtext-fineweb__CC-MAIN-2019-35__0__45673908","lang":"en","text":"INCREASING JET LENGTH AT LOW DISCHARGE FOR THE SKI-JUMP SPILLWAY OF KEBAN DAM\nThe most important disadvantage of the ski-jump spillways is the scouring at the downstream of the spillway where the flow hits the ground. For this reason, it is important that the flow is thrown from the end of the spillway to a safe distance. In this study, a spillway model was designed to provide a safe distance at low discharges. In order to examine the efficiency of the new model, firstly, a basic ski-jump spillway model with 220 toe angle was constructed. On this model, several experiments with various discharges were performed. All experiments of the first model were repeated on the newly designed model. The efficiency of the new model was examined by comparing the results of the experiments of the two models.\nKey Words: Ski-jump spillways, Jet trajectory, Jet length","domain":"hydraulic_engineering"}
{"url":"http://c3specialists.com/municipal.html","date":"2021-06-12T17:19:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623487586239.2/warc/CC-MAIN-20210612162957-20210612192957-00418.warc.gz","language_score":0.9496652483940125,"token_count":460,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__84961709","lang":"en","text":"Comprises the following: Feasibility studies, condition surveys and capacity assessments, flood and stormwater management, water distribution networks, bulk water supply pipelines, reservoirs, elevated water towers, pump stations and bulk pipelines, water and sewer reticulations and outfall sewers, storm water drainage systems and canals, flood line determination, attenuation dams, dam safety inspections and water and wastewater treatment.\nNyeleti Consulting – areas of specialisation:\nA few photos of typical projects undertaken by Nyeleti's engineers.\nProjects successfully completed:\nThe Gezina Bulk Water Pipeline was constructed to replace an existing pipeline that reached the end of its design-life. The project entailed the construction of 8.3Km of ND500 steel pipeline and 18 concrete valve chambers. The final construction value of the project was approximately R65.4 million.\nMphego Village is located within the Thulamela Local Municipality area approximately 7km East of Thohoyandou. The primary objective of this project was to ascertain that Mphego and Tshikhudini villages receive adequate water supply and that there is sufficient storage for all two villages. Mphego has 1160 households and Tshukhudini has 1500, it was also a requirement that Mphego be fully reticulated with metered yard connections. Mphego's water reticulation network would be upgraded and pipes sized according to DWA guidelines. Pipe classes ranged from class 9 to 16. A new 2.4 ML concrete reservoir was required for the shortfall in storage capacity.\nMalamulele West RWS project is a water Reticulation project done by Nyeleti Consulting at Malamulele for the Vhembe Municipality. It is composed of five phases made up of 21 villages in total. The first two stages are complete and the project is now currently in the third and fourth phase. The villages vary in sizes with Phaphazela being the biggest village made up of over 2000 stands and Tambaulate being the smallest with just 97 stands. The project scope ranges from water reticulation design (RDP standard) to design of storage reservoirs, elevated tanks and bulk pipelines.\nMore information on Municipal Engineering Download","domain":"hydraulic_engineering"}
{"url":"https://eryfood.com/en/machine/paddle-mixer-nowicki/","date":"2021-07-29T03:09:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046153814.37/warc/CC-MAIN-20210729011903-20210729041903-00588.warc.gz","language_score":0.9100596308708191,"token_count":70,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__95699397","lang":"en","text":"Paddle mixer Nowicki\nPaddle mixer Nowicki with a capacity of 400 litres. The machine has a capacity of 400 litres and is equipped with a single-shaft paddle stirrer. The device is an open mix with a capacity of 2.2 kW. The product is released through the hydraulic tilting of the mixing bowl.","domain":"hydraulic_engineering"}
{"url":"http://yosefardi.com/2020/01/maung-power-plant-ready-to-build/","date":"2021-07-30T07:07:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046153934.85/warc/CC-MAIN-20210730060435-20210730090435-00168.warc.gz","language_score":0.9414243102073669,"token_count":231,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__175209771","lang":"en","text":"The government is ready to build a hydroelectric power plant in Maung Banjar Negara, Central Java after received an investment injection of US$650 million from South Korea’s power generation industry, Korea Southern Power Co., Ltd. (KOSPO). The project is expected to drive the government’s interest in supplying electricity through green energy by 23%.\nThe project is under the auspices of PT Indonesia Power and PT Nindya Karya after the two companies signed a memorandum of understanding (MoU) on Friday. The construction of the project will take approximately four years with an investment of around Rp10 trillion (US$714.28 million). Nindya Karya is expected to build the dam in two years followed by the plant construction by Indonesia Power.\nThe power plant, which is planned to produce 230 megawatts of electricity, is aimed to meet the new and renewable energy mix by 23% until 2027. In addition, this hydropower plant also aims to reduce sedimentation in the Mrica Reservoir, dam of the Serayu River, with an installed capacity of 180 megawatts.","domain":"hydraulic_engineering"}
{"url":"https://lawdigitalcommons.bc.edu/darter_materials/59/","date":"2019-10-20T17:14:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986717235.56/warc/CC-MAIN-20191020160500-20191020184000-00383.warc.gz","language_score":0.6864307522773743,"token_count":81,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__90439448","lang":"en","text":"Tellico Dam Resisters' Reunion Video 6d\nVideo of the November 15, 2009 reunion of the resisters of the Tennessee Valley Authority's Tellico Dam and Reservoir Project. Peter Alliman speaks.\nDigital Commons Citation\nTellico Dam Resisters' Reunion, \"Tellico Dam Resisters' Reunion Video 6d\" (2009). Snail Darter Documents. 59.","domain":"hydraulic_engineering"}
{"url":"http://firstwarnweatherteam.blogspot.com/2018/09/local-rivers-on-rise.html","date":"2020-05-28T12:22:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590347396089.30/warc/CC-MAIN-20200528104652-20200528134652-00052.warc.gz","language_score":0.9678035378456116,"token_count":357,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__10425386","lang":"en","text":"Sunday, September 23, 2018\nLocal Rivers on the Rise\nA Flood Warning will go into effect for the Pecatonica River near Freeport later this week. Current river stage is at 12.4ft, and rising. Flood stage is 13ft. Minor flooding is expected later this week along the Pecatonica River in Freeport, especially the east side of town. The river level is expected to rise to 13.1ft by Tuesday morning, just over minor flood stage.\nA Flood Advisory remains in effect for the Rock River at Rockton, Latham Park and Byron. While not expected to rise into minor flood stage, the Rock River is close in action stage, but is forecast to fall through the end of the week.\nThe Rock River at Rockton is currently in action stage at 9.4ft - flood stage is 10ft. The river in this location is expected to continue to fall. The Rock River at Latham Park is currently at 9.6ft, with minor flood stage at 10ft. The current forecast calls for this portion of the river to fall through the week. The Rock River at Byron is also in action stage at 10.9ft - flood stage is 13ft. The Rock River in this location is expected to remain steady just under 11ft through the end of Monday.\nThere isn't a lot of rain expected this week but showers and thunderstorms will add a little more water to the river basin of the Rock and Pecatonica Rivers. There is another system by the end of the week that does need watching, especially if a stationary boundary sets up over northern Illinois and southern Wisconsin.\nYou can find the latest river levels, as well as any active Flood Warnings or Advisories here.","domain":"hydraulic_engineering"}
{"url":"https://alerts-v2.weather.gov/products/NWS-IDP-PROD-2452715-2295292","date":"2017-07-24T00:27:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-30/segments/1500549424645.77/warc/CC-MAIN-20170724002355-20170724022355-00439.warc.gz","language_score":0.8791887164115906,"token_count":352,"dump":"CC-MAIN-2017-30","global_id":"webtext-fineweb__CC-MAIN-2017-30__0__176969354","lang":"en","text":"07/17/2017 02:41 PM UTC through 07/18/2017 04:40 AM UTC\nUpdate to NWS-IDP-PROD-2452305-2294976\nFlood Warning issued July 17 at 9:41AM CDT expiring July 22 at 7:00AM CDT by NWS Chicago ILAlert\nDes Plaines River near Russell affecting Lake County\nDes Plaines River near Gurnee affecting Lake County\nDes Plaines River at Lincolnshire affecting Lake County\nDes Plaines River near Des Plaines affecting Cook County\nDes Plaines River at Riverside affecting Cook County\n...The Flood Warning continues for the following rivers in\nFox River at Algonquin Tailwater affecting Kane and McHenry\nFox River at Montgomery affecting Kane and Kendall Counties\nThe Flood Warning continues for\nThe Des Plaines River near Des Plaines.\n* until Saturday morning.\n* At 845 AM Monday the stage was 18.9 feet.\n* Flood stage is 15.0 feet.\n* Recent activity...Gage datum was changed by 10 feet on Nov 14 2014.\nFlood thresholds and flood impacts are now 10 feet higher than\n* Moderate flooding is occurring and Moderate flooding is forecast.\n* Forecast...The river will continue to fall to below flood stage by\nearly Saturday morning.\n* Impact...At 18.6 feet...Melrose Park - 1st Avenue pump station\nSafety message...If you encounter a flooded roadway...turn around and\nfind an alternate route.\nSender: NWS Chicago IL\nSent: 14:41 UTC on 07-17-2017\nSender Email: email@example.com","domain":"hydraulic_engineering"}
{"url":"https://www.geo2.nl/en/boekelermeer-alkmaar","date":"2023-12-03T04:24:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100484.76/warc/CC-MAIN-20231203030948-20231203060948-00059.warc.gz","language_score":0.9082097411155701,"token_count":173,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__128596716","lang":"en","text":"A port area is being developed on the North Holland Canal south of the municipality of Alkmaar.\nThe port will be large enough for cargo ships up to shipping class CEMT Va. The project includes the realization of the quay construction of the port, the excavation of the harbor basin, the establishment of an ecozone, the preparation of the industrial plots for construction and the construction of the Aventurijnstraat (including the future flood defence). The harbor will be designed as an inlet harbor and longitudinal quay and will contain more than 650 m of quay construction.\nCommissioned by Beens Groep B.V. makes GEO2 Engineering B.V. the design of the quay structure. This includes the design of the sheet piles and anchoring. Stability and settlement of the subsoil are also considered.","domain":"hydraulic_engineering"}
{"url":"https://jwfuller.com/projects/tennessee-valley-authority-paradise-fossil-plant/","date":"2019-12-15T14:08:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575541308149.76/warc/CC-MAIN-20191215122056-20191215150056-00188.warc.gz","language_score":0.9481789469718933,"token_count":98,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__180731713","lang":"en","text":"Upgrades, Tennessee Valley Authority Paradise Fossil Plant\nThis project included the complete removal of two existing belt feeders and the installation of two new mass flow gates and hydraulic power units. Extensive work was done to modify the existing hoppers, tail pulleys, and conveyor system to align with the new mass flow gates. The project was complete in an around the clock effort during a one week shutdown period. The project was completed on time and within budget with no lost time accidents.","domain":"hydraulic_engineering"}
{"url":"https://www.honreycable.com/products/submersible-pump-cable/","date":"2023-12-11T06:57:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679103558.93/warc/CC-MAIN-20231211045204-20231211075204-00331.warc.gz","language_score":0.9316610097885132,"token_count":155,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__142904080","lang":"en","text":"Submersible Pump Cable\nDownhole extraction systems are critical for crude oil extraction, and submersible pump cable price is an important component in these systems. The reliability of the electrical power supply to an Electrical Submersible Pump (ESP) system depends on the performance and reliability of the power feed through to the wellhead, power cable, motor lead cable, pig tail connectors and related equipment such as the pump and motor. These ESP cables offer an efficient, rugged and easy to handle solution that delivers reliable performance in a package that is straightforward to install and maintain. The cable for submersible oil pump is used as the power cable of the submersible oil pump unit which is fixed-laid in oil well of the land or platform on the sea.","domain":"hydraulic_engineering"}
{"url":"https://www.hardlifting.com/products/","date":"2023-12-07T06:05:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100650.21/warc/CC-MAIN-20231207054219-20231207084219-00136.warc.gz","language_score":0.8157410025596619,"token_count":130,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__276560371","lang":"en","text":"▲ Heavy Duty Design\n▲ HW series lift tables meet EN norm and ANSI/ASME safety standards.\n▲ These models can be used in above-floor or in-floor pit applications.\nStandard Features of HW series:\nWith CE certification, meet EN 1570 ANSI/ASME safety standards.\nConvenient electric and hydraulic system scissor design for easy lifting, lowering.\nAC 110/220/380/460V,50/60Hz power supply, low-tention (24V) control box.\nApplicable to various industries, especially in warehousing, logistics, manufacturi...","domain":"hydraulic_engineering"}
{"url":"http://www.lemminkainen.com/lemminkainen/company/media/articles/articles/2013/bergeforsen/","date":"2017-12-15T04:26:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-51/segments/1512948563629.48/warc/CC-MAIN-20171215040629-20171215060629-00230.warc.gz","language_score":0.941685676574707,"token_count":434,"dump":"CC-MAIN-2017-51","global_id":"webtext-fineweb__CC-MAIN-2017-51__0__52273974","lang":"en","text":"The new spillage route at the Bergeforsen power plant required cutting-edge engineering expertise and the seamless consolidation of different aspects of the project.\nThe majority of hydro-electric power plants in Sweden were built before the 1960s. Revised safety regulations and preparations for the climate change create a need for making major improvements to them. The goal is to improve their safety level clearly.\nThe Bergeforsen power plant, owned by Vattenfall AB and Eon Vattenkraft Sverige AB, was built in the mid-1950s and is located the most downstream of all hydro-electric power plant on the river Indal. Its tailrace channel releases the water at sea level near Timrå. The height of the backwater is 23 metres.\nAt Bergeforsen, Lemminkäinen has constructed a new spillage gate and related channels to complement the three existing gates. The new spillage gate increases the spillage capacity from 2,300 m³ per second to 3,800 m³ per second and improves the safety level of the power plant significantly.\nThe value of the project is approximately EUR 43 million and it encompasses temporary cofferdams, concrete structures for the gate systems, open pit excavation for the surge tank and a railway underpass which was used throughout the project. The project also included extensive landscaping. The popular pastime of the region, salmon fishing, has been taken into account by building a hiking route with piers next to the shaped bank made of blasted stone.\nHeavy concrete structures, special excavation, mass hauling and landscaping required versatile expertise in engineering and practical execution and the consolidation of different aspects. In addition, the construction of cofferdams for an environment with high water pressure and the 50-metre deep surge tank built next to a residential area demanded solid know-how.\nThe gates of the Bergeforsen hydro-electric power plant were installed in August 2013. Construction started in summer 2011 and the entire project was completed in spring 2014.\nAdditional information on the project:\n+46(0)76 79 72 70 7","domain":"hydraulic_engineering"}
{"url":"https://s3-eu-west-1.amazonaws.com/pstorage-wiley-856416/5583899/appendixA.htm","date":"2019-09-18T21:55:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-39/segments/1568514573368.43/warc/CC-MAIN-20190918213931-20190918235931-00509.warc.gz","language_score":0.9117571115493774,"token_count":104,"dump":"CC-MAIN-2019-39","global_id":"webtext-fineweb__CC-MAIN-2019-39__0__168627243","lang":"en","text":"Appendix A (FIG. A1). Location of each restoration project in Germany (A) including its position within the river network (B, C) and the land use in the catchment draining to each restoration site (D, E). The investigated restoration projects are represented by different numbers.\n|(A) Location of analyzed restoration projects in Germany|\n|(B) River network||(C) River network: detail|\n|(D) River network||(E) River network: detail|","domain":"hydraulic_engineering"}
{"url":"https://ecanal.plaska.pl/en/obiekt/rygol-water-power-plant","date":"2024-02-23T06:12:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474361.75/warc/CC-MAIN-20240223053503-20240223083503-00799.warc.gz","language_score":0.9697695970535278,"token_count":135,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__2761132","lang":"en","text":"Rygol Water Power Plant\nA seven-valve steel weir with iron and concrete abutments is installed on the Rygol River. It was built where the old weir was located, destroyed in 1948. It drains excess water from the Czarna Hancza River, which drains into the Marycha River through Szlamica, as well as Lake Głębokie and the border Lake Szlama, and then flows into the Nemunas. In Rygola, on an appropriately prepared section of the Shlamitsa, a private hydroelectric power plant was erected in 1990 to supply electricity to the surrounding villages.","domain":"hydraulic_engineering"}
{"url":"http://www.verbund.com/pp/en/pumped-storage-power-plant/reisseck-2","date":"2013-05-23T19:34:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368703728865/warc/CC-MAIN-20130516112848-00077-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9179985523223877,"token_count":472,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__29640637","lang":"en","text":"Through the construction of the pumped storage power plant Reisseck II, VERBUND is not only investing in the expansion of renewable energies but - in connection with the existing power plants Malta and Reisseck - is also creating one of Europe's most efficient hydropower plant groups in Carinthia's Möll Valley.\nThe high Alpine project area for the pumped storage power plant Reisseck II is located in Mühldorfer Graben at a height of up to 2,300 metres (m) where the Great Mühldorfer Lake will later function as an upper basin. The cavern power plant Reisseck II will be erected 1,585 m above sea level in the mountain and equipped with two powerful pump turbines.\nSimilar to a normal storage power plant, Reisseck II will produce peak electricity in high demand periods, whereby water will be transported via a works water channel from Great Mühldorfer Lake to the two turbines that drive the generators. The processed water will run into a lower basin.\nBoth of the machines units in the mountain can be switched to pump operation, whereby the generators will then function as motors and the turbines will pump the water from the lower basin back up to the upper basin. Pump operation will take place during the day when the European grid is carrying more electricity than is required by the consumers. Energy which, for example, comes from the large wind farms or the Danube power plants can be saved in the form of pumped-up water. The pumped storage power plant Reisseck II will therefore function as a \"green battery\" in the Alps. The power plant will have a capacity of 430 megawatt (MW), both in turbine and pump operation. This corresponds to the electricity generating capacity of approximately 200 wind turbines.\nOn completion of the rock cavern for the power plant in 2011, the boring of the works water channel to Great Mühldorfer Lake commenced in the first half of 2012 with an 880-ton (t) and 220 m tunnel boring machine. The assembly work on Austria's largest power plant construction site commenced in summer 2012. 300 experts are currently working on this high Alpine site. The newest VERBUND pumped storage power plant Reisseck II will be commissioned in 2014. The total investment volume amounts to € 385 million.","domain":"hydraulic_engineering"}
{"url":"https://www.siouxbulletin.com/pelican-lake-water-level-at-bottom-of-normal-range","date":"2024-02-27T08:05:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474671.63/warc/CC-MAIN-20240227053544-20240227083544-00303.warc.gz","language_score":0.8619892597198486,"token_count":246,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__189125210","lang":"en","text":"Pelican Lake water level at bottom of normal range\nTim Brody - Editor\nAfter high water levels led to localized flooding in the Sioux Lookout area this spring, the water level of Pelican Lake is now at the bottom of the normal range according to Lake of the Woods Control Board (LWCB).\nLWCB shared that the water level on Pelican Lake, as of Nov. 1, was about an inch higher than it had been a year ago on Nov. 1, 2021, both a bit above the 25th percentile (“in other words a 1-in-4 year low for Nov 1, or bottom of the normal range,” LCWC shared).\nPeople can look at data for the water level on Pelican Lake from Water Survey Canada at: https://wateroffice.ec.gc.ca/report/real_time_e.html?stn=05QA006&mode=Graph&startDate=2021-10-31&endDate=2022-11-10&prm1=46&y1Max=&y1Min=&prm2=-1&y2Max=&y2Min=","domain":"hydraulic_engineering"}
{"url":"https://www.terna-energy.com/activities-en/hydroelectric-projects/","date":"2022-05-25T19:36:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662593428.63/warc/CC-MAIN-20220525182604-20220525212604-00347.warc.gz","language_score":0.9287624359130859,"token_count":144,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__209036605","lang":"en","text":"TERNA ENERGY is developing a number of small and large hydroelectric projects in various regions of Greece.\nIn 2006 the company started the construction of the first two small hydroelectric projects with a total installed capacity of 18 MW. Both of them are now in operation (Eleousa – 6.6 MW, Dafnozonara – 11.2 MW).\nOther hydroelectric projects are currently in the development stage, as far as licensing and techno economic planning is concerned.\nIn operation (MW)\nUnder construction or ready to build (MW)","domain":"hydraulic_engineering"}
{"url":"https://tas.paddle.org.au/taswater-notice-mikany-safety-closure/","date":"2020-08-12T21:44:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439738944.95/warc/CC-MAIN-20200812200445-20200812230445-00373.warc.gz","language_score":0.9312415719032288,"token_count":479,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__21781299","lang":"en","text":"Media Release Mikany Dam 23 January 2020\nMikany Dam upgrade begins\nSmithton, Stanley and Irishtown will soon have greater water surety into the future as TasWater commences its Mikany Dam upgrades.\nThe dam, built in 1972, is fed by the Deep and Muckeye Creeks catchment and is the main source of water for the communities connected to the TasWater network.\n“At the time, the construction of the dam adhered to dam regulations but now an upgrade is needed to provide greater water security for the region,” TasWater Project Manager for the Capital Delivery Office Colm O’Sheehan said.\nNorthern Tasmanian construction company Gradco has been selected to undertake the Mikany Dam upgrade project, with site preparation set to commence in February.\n“During the time of construction, the dam will be shut from the public for 18 months,” Colm said.\n“Public access to the dam must be restricted as the dam transitions into a construction site.”\nWater supply to the Circular Head township will not be affected, during and post construction. Once complete, the dam will not only guarantee supply into the future, but also improve its flood capacity.\n“Currently, spillway at Mikany has the capacity of outflow during a one in one-hundred-year Annual Exceedance Probability (AEP) flood event. “\n“Once complete, the Mikany Dam capacity will be improved to a one in ten-thousand-year flood event, complying to recent Australian national dam safety standards.”\n“The inundation area of the lake will not be increased as part of the upgrade to protect the natural\nenvironment surrounding the lake.”\nWeather depending, the project is expected to be completed by the end of August 2021.\nResidents who want more information about this project can contact TasWater on 13 6992 and ask for Nani Clark, Capital Delivery Office Stakeholder and Community Engagement Officer, or email email@example.com\nAlternatively, visit www.yoursay.taswater.com.au/taswater-capital-delivery-office-cdo\nFurther information: TasWater media contact: Elanor Watt 0436 924 882","domain":"hydraulic_engineering"}
{"url":"https://veriyog.com/jet-pumps/","date":"2023-11-30T00:22:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100164.15/warc/CC-MAIN-20231130000127-20231130030127-00341.warc.gz","language_score":0.8015180826187134,"token_count":252,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__4000235","lang":"en","text":"- Flow range: up to 5.4 m³/h\n- Head range: up to 40 metres\n- Rated speed: 2900 rpm\n- The pump casing shall be fabricated from AISI 304 stainless steel sheet metal and shall have axial suction and radial discharge port.\n- The pumps shall have closed type impeller with material of construction of AISI 304 stainless steel sheet metal.\n- The Pump shaft sealing shall be by mechanical shaft seal of Carbon/Ceramic/NBR/AISI 304 construction suitable for 10 bar pressure rating and water temperature from 0 to +90 deg. C.\n- The Motor will be suitable for 1 phase, 230volts, 50 Hz (Standard Supply), 3 phase, 415volts, 50 Hz.\n- All Fabricated stainless steel pump components shall be manufactured in house by the manufacturing company.\n- The pump shall be designed for liquids which are compatible to the AISI 304 stainless steel, non-explosive, without solids or fibers.\n- Water supply.\n- As pressure boosting pumps for central water systems.\n- Civil ad industrial applications.\n- (RO) Reverse Osmosis Feed Water\n- Watering gardens.","domain":"hydraulic_engineering"}
{"url":"https://www.jacobbros.ca/projects/civil/bc-hydro-tower-foundation/","date":"2023-01-30T21:53:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499829.29/warc/CC-MAIN-20230130201044-20230130231044-00561.warc.gz","language_score":0.9202465415000916,"token_count":118,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__142699425","lang":"en","text":"BC Hydro Tower Foundation\nConstruction of new concrete tower foundation footings.\nBC Hydro’s existing 500kV transmission lines cross the Fraser River between Surrey and Coquitlam. Both new and existing towers required new concrete foundations as part of a larger upgrade project to improve service life and system reliability. The work included excavation and pile driving for one of the new towers on the Coquitlam side of the river, as well as excavation and shotcrete shoring up to 7m deep under the existing tower on the Surrey side of the river.","domain":"hydraulic_engineering"}
{"url":"https://techmagnet.xyz/pm-to-start-construction-work-of-daimer-bhasha-dam-today/","date":"2021-01-21T01:23:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703522150.18/warc/CC-MAIN-20210121004224-20210121034224-00637.warc.gz","language_score":0.8241664171218872,"token_count":232,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__261529287","lang":"en","text":"Prime Minister Imran Khan kicks off construction work at Diamer-Bhasha Dam mega project on Wednesday.\nIn a tweet, Chairman CPEC Authority Lt. General (retired) Asim Saleem Bajwa said the dam, a water reservoir of 6.4 million acre feet, will add 1.2 million acres feet water for agriculture.\nHe said the mega project will generate 4500 megawatts of cheaper and greener hydel power.\nAsim Saleem Bajwa said the project will also create 16000 jobs besides giving a boost to power, steel, cement and construction industries.\nMobilisation for Diamer Bhasha:Historic milestone as PM kicks off mega construction work at Diamer Bhasha Dam today.6.4 MAF Water reservoir,will add 1.2 M acres for agriculture,4500 MW cheaper,greener Hydel power, steel/cement/construction boost,16000 jobs.#pakistanmakingprogress pic.twitter.com/4moytVC2tp\n— Asim Saleem Bajwa (@AsimSBajwa) July 15, 2020","domain":"hydraulic_engineering"}
{"url":"https://www.dubaieye1038.com/news/business/water-reservoir-in-dubais-lusaily-is-72-complete/","date":"2021-04-23T13:57:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618039594808.94/warc/CC-MAIN-20210423131042-20210423161042-00078.warc.gz","language_score":0.9441615343093872,"token_count":218,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__15413555","lang":"en","text":"Seventy-two per cent of work has been completed on a major water reservoir taking shape in Dubai’s Lusaily area.\nThe project worth AED 175.4 million has a storage capacity of 60 million imperial gallons (MIG).\nIt is expected to be completed by the end of the first half of 2021.\nThe initiative is part of DEWA’s efforts to boost Dubai’s water storage capacity to 1,002 million gallons by 2021 compared to the current capacity of 815 MIG.\nIt will also help increase the efficiency and reliability of the emirate’s water networks.\n\"We are currently building a reinforced concrete 60-million-gallon reservoir in Lusaily alongside the existing one, which stores 120 million gallons of desalinated water,” said Saeed Mohammed Al Tayer, MD & CEO of Dubai Electricity and Water Authority (DEWA).\n\"This meets the growing demand, supports the sustainable development of Dubai, and increases the efficiency and reliability of water networks,\" he added.","domain":"hydraulic_engineering"}
{"url":"https://atlasmaden.com/en/projects/botas-dortyol-ceyhan-crude-oil-line-and-station-construction/","date":"2023-12-02T01:28:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100309.57/warc/CC-MAIN-20231202010506-20231202040506-00865.warc.gz","language_score":0.9195347428321838,"token_count":186,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__152942000","lang":"en","text":"It has undertaken many important projects for our country’s economy and sustainable quality of life.\n“Botaş Dörtyol-Ceyhan Pumping Station and Crude Oil Pipeline Construction Work”, which continues under the execution of BOTAŞ Administration, is between Adana and Hatay Provinces;\n• 2+1 Pump System, Building and Pig Station, manifold piping, drain tank system to be installed at BOTAŞ Dörtyol Terminal\n• 20-inch Upper Burnaz Line Valve to be constructed at approximately KP 14+564,\n• A 20-inch Orange Line Valve to be constructed at approximately KP 18+300,\n• 20-inch Sarımazı Line Valve to be constructed at approximately KP 27+238,\n• Pig station, connection piping, drain tank system construction works at BOTAŞ Ceyhan Terminal.","domain":"hydraulic_engineering"}
{"url":"https://www.waterlevels.gc.ca/C&A/glsystem-eng.html","date":"2020-09-28T13:05:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600401600771.78/warc/CC-MAIN-20200928104328-20200928134328-00693.warc.gz","language_score":0.9303082227706909,"token_count":757,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__285012323","lang":"en","text":"The Great Lakes-St. Lawrence River System\nThe Great Lakes-St. Lawrence River System consists of a chain of lakes and outlet channels. The excess waters from one lake drain through its outlet channel into the next lower lake downstream in the system, or, in the case of Lake Ontario, through the St. Lawrence River to the Atlantic Ocean.\nWater level elevations are based on International Great Lakes Datum 1985 (IGLD 1985), which is a vertical reference system adopted in January 1992 to replace the previous reference system which was IGLD 1955. The zero for IGLD 1985 is located at Rimouski, Quebec, at the mouth of the St. Lawrence River; water level elevations in the Great LakesSt. Lawrence River System are measured above mean water level at this site.\nLake Superior is the uppermost lake, with a chart datum elevation of 183.2 metres, and discharges water through the St. Marys River into Lake Huron. In the upper portion of the river, for the first 22 km, the level of the river falls about 0.1 metre. Through the St. Marys Rapids, a distance of about 1 km, the river falls about 6.5 metres. The remaining fall of about 0.6 metre is on the lower river between the rapids and Lake Huron. A control dam, locks and hydro diversions have regulated the discharge from Lake Superior since 1921.\nLakes Michigan and Huron are connected by the broad and deep Straits of Mackinac and are treated as one lake for hydrologic and hydraulic considerations. Chart datum on both lakes is 176.0 metres. These lakes discharge through the St. Clair River, which falls 1.6 metres to Lake St. Clair (chart datum of 174.4 metres), and the Detroit River, which falls 0.9 metre to Lake Erie (chart datum of 173.5 metres). The flows on the St. Clair-Detroit River system are dependent on the levels of both the upstream and downstream lakes.\nThe natural outlet from Lake Erie is through the Niagara River to Lake Ontario, which is about 99 metres lower than Lake Erie. About 95 metres of the elevation drop occurs between the head of the Cascades upstream of Niagara Falls to the Lower Rapids about 10 km downstream of the Falls. A control structure between the Canadian shore and Goat Island is used to maintain the level in the ChippawaGrass Island pool for power generation and to provide the required minimum flow over the Falls. This structure is not used to regulate the level of Lake Erie.\nLake Ontario, with a chart datum of 74.2 metres, is the lowest of the Great Lakes. The outflow from Lake Ontario has been regulated since 1960 with the completion of the control works on the St. Lawrence River for the St. Lawrence Seaway and Power Project. From Lake Ontario, the river drops about 1.7 metres to Lake St. Lawrence, a man-made lake formed behind hydro-electric and control dams upstream of Cornwall. The flows out of Lake Ontario and into Lake St. Lawrence are moderated by the control structure and lock at Iroquois.\nThe river drops about 26 metres at these dams and the Eisenhower and Snell Locks, then flows into Lake St. Francis which has a chart datum of about 46 metres. Through a series of lakes, navigation channels and locks, the river drops to Montreal, with a chart datum of 5.6 metres at Jetty Number 1. In the 272 km between Montreal and Quebec City, the river fall about 7.5 metres, to a chart datum in Quebec City of -2.0 metres IGLD 1985.\n- Date Modified:","domain":"hydraulic_engineering"}
{"url":"https://themayorblog.wordpress.com/2009/11/04/hydropower-in-minneapolis/","date":"2017-03-23T20:09:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-13/segments/1490218187206.64/warc/CC-MAIN-20170322212947-00620-ip-10-233-31-227.ec2.internal.warc.gz","language_score":0.9406152367591858,"token_count":220,"dump":"CC-MAIN-2017-13","global_id":"webtext-fineweb__CC-MAIN-2017-13__0__261883755","lang":"en","text":"Mayor Rybak and several legislative leaders will tour and discuss the construction of a new 10 megawatt Lower Saint Anthony Falls hydroelectric project on the Mississippi River in downtown Minneapolis, tomorrow Thursday, November 5, 2009 at 11:15 a.m. at the Stone Arch Bridge, near West River Road on the downtown side of the river.\nConstruction of the hydroelectric project is at peak level right now with approximately 40 workers on site. It began construction this spring and is to be completed by the end of 2010, contributing more than 63,000 megawatt hours of clean, renewable energy per year to Minnesota – enough to power 14,000 homes a year.\nThe facility is on the Mississippi River at the Lower St. Anthony Falls Lock and Dam owned by the U.S. Army Corps of Engineers. Mayor Rybak will be joined by Rep. Bill Hilty, Sen. Ellen Anderson, Sen. Scott Dibble, and Rep. Kate Knuth at a news conference to discuss the project and its importance to the region.\nFiled under: Uncategorized |","domain":"hydraulic_engineering"}
{"url":"http://netcong.org/railroad-avenue-phase-2-water-main-construction/","date":"2017-11-22T12:48:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-47/segments/1510934806586.6/warc/CC-MAIN-20171122122605-20171122142605-00505.warc.gz","language_score":0.9586349129676819,"token_count":106,"dump":"CC-MAIN-2017-47","global_id":"webtext-fineweb__CC-MAIN-2017-47__0__238267823","lang":"en","text":"The second phase of water main upgrade work on Railroad Avenue start on Monday, September 11th. The limits of this project will be between Marc Court and the upper end of Railroad Avenue. The improvements included installing a new water main along with new customer water service lines.\nThe contractor’s workday is expected to be 7:30 AM to approximately 4:30 PM. This no work scheduled to take place on the weekends except to address emergency situations. We anticipate that the project will take place between two and three weeks.","domain":"hydraulic_engineering"}
{"url":"https://salfo.gr/project/new-ramp-operations-building-apron-expansion/","date":"2024-02-27T14:39:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474676.26/warc/CC-MAIN-20240227121318-20240227151318-00670.warc.gz","language_score":0.9548995494842529,"token_count":155,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__137221840","lang":"en","text":"New Aprons and Ramp Service Station Building Design in Athens International Airport\nThis project was awarded by Athens International Airport and included the Detailed Design for the:\n- New apron Y2 (25,000m2.)\n- New general aviation apron (20,750 m2)\n- New ramp service station building (4,000m2)\nThe construction of the new aprons was directly affecting the main surface drainage works of the north part of the airport which included a 12m wide trapezoidal ditch and a stormwater pumping station with capacity 3m3/s. Therefore, together with the newly proposed works, the team designed temporary works to provide a safe outlet to the pumping station which was necessary to be fully operational during the construction phase.","domain":"hydraulic_engineering"}
{"url":"https://bplarchitecture.co.uk/case_dowty.html","date":"2024-04-23T00:45:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818452.78/warc/CC-MAIN-20240423002028-20240423032028-00615.warc.gz","language_score":0.9340429306030273,"token_count":91,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__200668947","lang":"en","text":"NEW ENGINEERING TEST FACILITY\n|Staverton, Airport Gloucestershire\n|test engineering facility for hydraulic landing gear\nThe project provided a new shell constructed over and around the existing building which remained in operation throughout the building contract. This provided a number of technical and logistical difficulties which were overcome as part of the design and construction process.","domain":"hydraulic_engineering"}
{"url":"https://seewaterinc.com/category/oil-smart-single-phase-simplex","date":"2023-06-03T04:35:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224649105.40/warc/CC-MAIN-20230603032950-20230603062950-00077.warc.gz","language_score":0.7495699524879456,"token_count":83,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__230941457","lang":"en","text":"Oil Smart® Single Phase Simplex Panels\nThe Oil Smart® single phase simplex pump control panels are designed to control a single phase pump and will allow for the removal of water without the risk of pumping oil.\nBrowse Our Products\nOil Smart® SystemsSingle Phase Simplex OSSIM-30\nOil Smart® SystemsSingle Phase Simplex OSSIM-TP-1","domain":"hydraulic_engineering"}
{"url":"https://katytrailmo.com/flood-advisory-in-rocheport-st-charles/","date":"2024-02-25T13:02:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474595.59/warc/CC-MAIN-20240225103506-20240225133506-00848.warc.gz","language_score":0.973758339881897,"token_count":109,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__117628300","lang":"en","text":"March 16th, 2019\nSnow melt and heavy rains in the are will push the Missouri River to flood stage through much of Missouri this weekend through next week.\nThe Katy Trail in Rocheport is expected to be covered by Sunday as the river climbs to over 25 feet. Currently levels are expected to crest at 26 feet on Wednesday. MM 178.9 – 181.5 will be water covered\nIn St. Charles, the river is expected to crest at 27.7 feet Wednesday afternoon. MM 34 – 34.7 will be impacted.","domain":"hydraulic_engineering"}
{"url":"https://metrobody.com.au/quartz/10438-river-sand-pumping-machine.html","date":"2020-05-26T11:41:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590347390758.21/warc/CC-MAIN-20200526112939-20200526142939-00129.warc.gz","language_score":0.8088182210922241,"token_count":1185,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__132554987","lang":"en","text":"Sand Pumping Machine - Made-in-China.com,5353 products China Sand Pumping Machine manufacturers - Select 2019 high quality Sand River Sand Pumping Dredging Machine for Sand Dredging.\nHow to select a submersible sand pump for river dredging ,Submersible sand pumps, also known as submerged suction pump and sand pump, slurry pump, gravel pump and dredger equipment for more than 20 years.\nChina River Dredging Sand Pump Dredger Manufacturers , welcome to buy high-quality river dredging sand pump dredger from our factory. Service Provided: Engineers Available to Service Machinery Overseas.\nDamen DOP pumps contact details Damen DOP Submersible , Submersible Dredge Pumps and Services, contact Damen sales representative to get dredge pump quotation and pricing. Damen Dredging Equipment.\nSand Pumping Machine Supplier - Alibaba.com,River sand pumping machine / jet suction dredger. Country/Region: China (Mainland). Main Products: Mining Machinery (Cutter Suction Dredger,Aquatic\nSand Pumping Machine - Alibaba.com,18718 products 3500m3 Sand Pumping Machine for River Dredging. US $100000-$1000000 / Set. 1 Set (Min. Order). 4YRS. Weifang Jin Meng Dredger Co., Ltd\nShijiazhuang An Pump Machinery Co., Ltd Official in linkedin ,See who you know at Shijiazhuang An Pump Machinery Co., Ltd Official in river sand pump manufacturers| sea water pump supplier| paper pulp pump factory|\nTobee TG12x10G Dredging Sand Pump, Sand Booster Pumps ,Tobee® TG12x10G Dredging Sand Pump, Sand Booster Pumps, River Sand Pumps China, 10 inch Sand Pumps, 12/10 Sand Pumps, 10inch Engine Driven\nRiver Sand Dredging Pumps - River Sand Pumps Manufacturer from ,Manufacturer of River Sand Dredging Pumps - River Sand Pumps offered by pumping and de-silting industries, they are quiet in demand from customers.\n14 12 inch mud dredging pump machine - Mineral Processing EPC,22149 products . About 58% of these are pumps, 1% are construction machinery parts, and 1% are lids, . 14 inch river sand jet suction dredging pump for sale.\nRiver Sand Pumps, Capacity: 2000-2500 M/hr ID: 14081215955,IndiaMART > Pumps, Pumping Machines & Spares > Dredge Pumps. River Sand Pumps, Capacity: 2000-2500 m/hr Sand And Gravel Industrial Pump.\nShore Sand Pumping Ship—（skype:sanjiangdredger） - YouTube,10 May 2013 Large-scale pumping sand & discharge the sand to the land near the river.This small sand pumping ship pumped ashore from shallow water.\nDredging - Wikipedia,Dredging is the operation of excavating material from a water environment (sometimes Dredging machines have been used during the construction of the Suez . a wear-resistant centrifugal pump and discharged either through a pipe line or to plants; since then\nRiver Sand Sucking Sand Dredging Machine Submersible Sand Pump,Shop online for river sand sucking sand dredging machine submersible sand pump, as well as which are made in China with DEPON - one of professional\nmining sand with suction - Marble crushing equipment sales,Gravel Pump, Sand Pump, Dredging Pump manufacturer / supplier in China, Sand Dredging, River Sand Pumping Dredging Machine for Sand Dredging,\nSand and Aggregate Pumping - EDDY Pump OEM,Pump Sand and Gravel Aggregate using Less Water. be deployed in various dredge configurations to optimize cleanup of tailings ponds and rivers. These are the most common sand and gravel applications that we use our equipment for.\nriver sand pump manufacturers| sea water pump supplier| paper ,An Pump Machinery Co. ,Ltd manufacturer slurry pump, river sand pump manufacturers,sea water pump supplier and paper pulp pump factory, we has good\nVideo Gallery For Ultra Amphibious Excavator and Dredging ,Ultra AT80ER amphibious excavator is in action 15 Feb 2019; Ultra Bell 200 dredging pump) 20 Jan 2015; Ultra Amphibious Dredger River Sand\nNext: spodumene por le crusher manufacturer\n- river sand mining machines for sale\n- crushing river pebble for constrution induatry\n- stone crushed sand vs river sand for mining construction\n- river crushing process river stone crushing plant\n- sand section machine video river in zimbabwe\n- river stone crushing plant equipment in gujarat\n- uesed river stone crusher n screen foe sale in usa\n- river gravel crusher equipment\n- river sand gravel crushing equipment\n- vsi x series sand making bauxite crusher for river sand plant\n- river sand pumping machine\n- small river sand sucking machine india\n- how much does a stone crusher cost\n- crushing how to grind mica powder invest benefit\n- crushing plant tons per hour european\n- gold stamp mills price in ghana supplier\n- mobile crusher met prijs\n- spring for crusher\n- crushing amp screening pioneer\n- mini mini stone crusher seconds\n- copper copper slag uses in lusaka zambia\n- conveyor belt hot splicing machine for sale\n- copper processing flowchart in hsinchu\n- crushing plant gysum","domain":"hydraulic_engineering"}
{"url":"http://industry-report.net/c/power/news/wbpdcl-plans-1000-mw-turga-hydel-project","date":"2018-10-17T04:05:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583510969.31/warc/CC-MAIN-20181017023458-20181017044958-00223.warc.gz","language_score":0.8916664719581604,"token_count":145,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__68668428","lang":"en","text":"Loading...Last Updated: 23-May-2017\nWest Bengal Power Development Corp Ltd is planning to set up a Turga Pumped Storage Scheme to harness around 1000 MW of hydel power through 4 pumps with a capacity of 250 MW each. The project envisages the construction of Upper Dam (C.A. 8.29 Sq. Km) across Turga Nala, a tributary of Subarnarekha river and a water conductor system with an underground Power House on the downstream of Upper Dam and a Lower Dam having intermediate catchment of 4.37 sq. km ( total C.A. 12.66 sq.km ). The project is a Close Loop type Pumped Storage Scheme.","domain":"hydraulic_engineering"}
{"url":"https://www.hzlqxx.net/llhzt1093","date":"2021-10-15T20:10:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323583083.92/warc/CC-MAIN-20211015192439-20211015222439-00105.warc.gz","language_score":0.9058435559272766,"token_count":675,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__177017019","lang":"en","text":"September 27th, yindajihuang west channel construction project started before the ceremony was held in Datong Hui and Tu Autonomous County castle township. I marked the \"one water conservancy project called\" Da Ji cited another important project in Huang project officially started. Vice governor Deng Bentai announced the start of the ribbon cutting for the project.\nyindajihuang project is composed of stone gorge, water diversion canal, Heiquan reservoir, the North Canal, Huangshui River west channel project, the Datong River Crossing Daban mountain into the Huangshui River, is to solve the problem of inter basin water transfer project of water resources supply and demand have become increasingly prominent and a shortage of Huangshui River basin. Engineering design in water 750 million cubic meters, water supply planning scope for the Huangshui River Xining, Datong, Huangzhong, Ledu and the people of peace, cooperation, and other cities and counties, watershed area of 16 thousand square kilometers, an area of 1 million 96 thousand and 900 acres of irrigation control. The project is divided into three phases: one for the Heiquan reservoir and the north canal project, two stone gorge water conservancy, water diversion canal and the north channel of the two phase of the project, three West Main canal. At present, the Heiquan reservoir has been built and put into operation, the \"North Water Diversion, a\" total trunk canal and the stone gorge reservoir project is speeding up the construction progress, \"north two\" and the West canal project preliminary work smoothly.\nit is understood that the west main canal project is an important part of the economic project is located in the eastern basin Province, Huangshui River in our province, north of Datong County of Heiquan reservoir, Gan River Industrial Park in South Huangzhong County, with irrigation and industrial water supply, taking into account the medium-sized water conservancy project of urban life in the water. The estimated investment of 4 billion 600 million yuan, with a total length of 131.16 kilometers along the canal, the construction of tunnel 55, aqueduct 49, inverted siphon 6 seat, 106 seat or other buildings; up to 29, 356.46 kilometers long. After the completion of the project, it is of great significance to promote the local economic and social development, improve people’s livelihood and improve the comprehensive production capacity of agriculture and industry.\naccording to the provincial yindajihuang Project Management Bureau responsible person, before the construction project includes the West Main Canal Construction Road, the construction of electricity, construction of water, construction diversion and land acquisition and other related temporary works and part of main canal. The construction of the project is to implement the spirit of the twelve Party Congress, to promote the province’s water conservancy to achieve the \"four development\" an important measure. As the project legal person units, will strictly fulfill the construction procedures, the implementation of the responsibility to strengthen project management, actively coordinating services, in conjunction with the design, supervision and construction units in the relevant departments at all levels under the support of the west main canal project construction into first-class engineering, quality engineering, for the construction of new Qinghai, creating a new life and make new contributions. (author: Luo Lianjun)","domain":"hydraulic_engineering"}
{"url":"https://tsaspirants.com/ts-irrigation-hrms/","date":"2020-03-31T09:50:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370500426.22/warc/CC-MAIN-20200331084941-20200331114941-00102.warc.gz","language_score":0.9351187944412231,"token_count":1363,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__170812008","lang":"en","text":"Telangana irrigation Hrms projects on Krishna river, there are 17 medium and small irrigation projects on Krishna river flows through Telangana state. Recently Telangana government started the mission kakatiya project, the main intention of mission kakatiya is restoring all lakes, tanks and other water storing areas in Telangana state villages. Telangana irrigation Hrms department has been working very effectively to give better results on the best usage of rainwater and restoring water in drained lakes and tanks in Telangana villages.\nFrom the Telangana irrigation Hrms projects map we can see that there is a drastic change in water levels on lakes and other water storing areas, these good results are due to the mission kakatiya project. Recently irrigation hrms, drip irrigation, and irrigation department Telangana released notification jobs in the Telangana irrigation Hrms department. In this post am giving notes on “Telangana Irrigation Hrms Projects on Krishna River”.\nList Of TS Irrigation Hrms Projects\n1. Jurala project– Jurala dam located at near Kaurvapur, Mahabubnagar(District). Jurala project distance from Hyderabad is 171km. Jurala Project’s full reservoir level is 1045 ft and the full storage capacity of the jurala project is 12 TMC. Jurala dam current water level of Average inflow is 37 cusecs.\n2. Nagarjuna Sagar project– Nagarjuna Sagar locate at Nalgonda District, Telangana and it flows through Guntur District, Andhrapradesh. Nagarjuna Sagar distance from Hyderabad is around 155 km. Construction duration is 1955 to 1967. Nagarjuna Sagar dam has a storage capacity of 11.472 billion cubic meters. And it’s height is 490ft and 1.6kms long with 26 flood gates to release the flood water to downward areas.\n3. Sangameswar canals– sangameswar canals are located at alampur, Mahbubnagar and Kurnool Districts. It’s a famous pilgrimage place because both Thungabadhra and Bhavanasi rivers join in Krishna river. There famous temple for Lord Shiva which is called ” Sangameswaram temple”.\n4.Nettampadu project(Jawahar)- Nettampadu project located at Upperu village, Mahabubnagar (District). Nettampadu project totals static head is 29.64 Meters. It has a storage capacity of 20 TMC.\n5.Kalwakurthy (Rajiv Gandhi lift irrigation project)- kalwakurthy lift irrigation scheme is located at Mahabubnagar District. It uses backwaters from Srisailam left canal banks. It has to utilize the capacity of 25 TMC. Kalwakurthy Project static head is 280.31 meters.\n6. Osman Sagar (or) Gandipet project– Rangareddy (Musi river): Osman Sagar project which is also known as Gandipet project which is located in Rangareddy district Telangana. It has a total water level of 1790 fts. Osman Sagar has a storage capacity of 3.9 TMC/Ft. Osman Sagar project water level in 2016 is 1754.360 fts.\n7. Himayat Sagar reservoir– Rangareddy (Musi river): Himayat Sagar project is located in Hyderabad, Telangana. Which lies exactly parallel to the Osman Sagar project. Himayat Sagar project storage capacity is 2.9 TMC/ft. Himayat Sagar water level in 2016 is 1734.700 fts.\n8. Kadem project– Kadem project is located near Nirmal, Adilabad on Kadem River. Kadem project height is 102ft and it has a total capacity of 215,800,000m3.\n9. Alisagar lift irrigation project– Ali Sagar lift irrigation project is located 20kms from Nizamabad District. it has a storage capacity of 2.9 TMC.\n10. Alimineti Madhava Reddy irrigation project (srishailam left) – Alimineti Madhava reddy irrigation project which earlier known as “Srisailam left bank canal ” which is located in Nalgonda district. It has 3000 cusecs of capacity.\n11. Dhummagudem Irrigation Project– Dhummagudem irrigation project is located near Khammam District, Telangana. dhummagudem project has a storage capacity of 20 TMC.\n12. Sri Komaram bheem irrigation project– Sri komaram bheem irrigation project is built across the Peddavagu River which is located in Ada village in Adilabad District. This project has a length of 1012 meters and 18 meters of Height.\n13. Koilsagar lift irrigation– Koilsagar lift irrigation project is located near the Devarakadra mandal in Mahabubnagar District. It has a storage capacity of 2.276 TMC.\n14 Gundlavagu Project- Gundlavagu project is built across the Gundla vagu river near Pragalapally village in Khammam district. Length of this gundla vagu project is 508m and its height is 51m\n15. Kinnerasani project– Kineerasani project is built across Kinnerasani River near Yanmbail village, Paloncha mandal of Khammam District. The total storage capacity kinnerasani project is 8.4 TMC.\n16. Lower manair dam– Lowen Manair project is built across the Manair River, at Alugunur village, Thimmapur mandal, Karimnagar. The total length of the Lower manair dam is 10,741 meters. The lower manair dam has a storage capacity of 680,137,000 m3.\n17. Pocharam Dam reservoir– Pocharam reservoir project is located near 14.6kms from Medak and it is built across Manjira River.\nFor Current Reservoir Water levels in Telangana Visit this Link: HMWSSB\nAlso, read about the list of Telangana Irrigation Projects on Godavari River","domain":"hydraulic_engineering"}
{"url":"https://www.muziekkapel-eigewies.nl/second-hand-tipper-truck-mini-power-pack-kersen-hydraulic-motor-power-units/19938.html","date":"2021-09-27T16:54:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780058456.86/warc/CC-MAIN-20210927151238-20210927181238-00465.warc.gz","language_score":0.8473051190376282,"token_count":862,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__80117189","lang":"en","text":"hydraulic power packs single phase, hydraulic power packs\nhydraulic power packs single phase, hydraulic power packs View Listing. 11. Used Electric hydraulic power pack 20HP. 20 HP electric hydraulic power pack, 20HP 3 phase 415 volt motor, single gear pump, with large solenoid control spool valve, 2 swi. $1,200 Ex GST.Wholesale Diesel Driven Hydraulic Power Units Manufacturer 7. Hydraulic power pack is widely used,such as engineering machine, cnc lathe,wood machine,press mahine, packaging machinery,elevating machine,agricultural machine etc. *Ordering Code Of Pressure Regulating single phase DC12V/24V hydraulic power pack unit * *Specification Of Pressure Regulating single phase DC12V/24V hydraulic power pack unit * Item No.Second-Hand Automotive Hydraulic Pump Vehicle Mounted OEM Manufacturer Used Hydraulic Power Pack For Sale - Dc motor pump group – Aide Hydraulic Marking: Non-standard (special-shaped) hydraulic power unit customized PRODUCTLINTRODUCTION Consisting of a heavy duty DC motor and the CB1S gear pump, this pump-motor group is typically used as a power station of a complex hydraulic system.Subaru EZ36D Engine - australiancar.reviewsNew and Used Hydraulic Equipment insights. There are 379 Hydraulic Equipment for sale in Australia from which to choose. Overall 68% of Hydraulic Equipment buyers enquire on only used listings, 32% on new and 4.31% on both new and used Hydraulic Equipment items.Buyers usually enquire on 2.03 different Hydraulic Equipment classifieds before organising finance for Hydraulic Equipment.\nHydraulic Power Packs, Mini Power Packs</\nHydraulic Power Packs, Mini Power Packs</We have been experienced manufacturer. Wining the majority of the crucial certifications of its market for Diesel Driven Hydraulic Power Units, 220v Hydraulic Power Pack, External Gear, Mini Hydraulic Power Unit, To reward from our strong OEM/ODM capabilities and considerate solutions, remember to speak to us today.We'll sincerely develop and share success with all clientele.Hydraulic Power Pack Units for Tipper TrucksSubaru's EZ36D was a 3.6-litre horizontally-opposed (or 'boxer') six-cylinder petrol engine. Replacing Subaru's EZ30R, the EZ36D engine was first introduced in the Subaru B9 Tribeca in 2007 and subsequently offered in the BM/BR Liberty, BR Outback, BN Liberty and BS Outback. Compared to the EZ30 engine, changes for the EZ36D includedUsed Hydraulic Power Packs - Second (2nd) Hand Hydraulic Hydraulic power packs specialists in design and manufacture Hydraproducts provides a hydraulic power pack for Mobile and Industrial applications around the world. Our hydraulic power units are designed and manufactured in-house using the latest technology this enables us to be competitive in the world market.Wholesale Mophorn Hydraulic Power Unit Manufacturer and Click for easy access to results in different languages\nauto hoist power unit drive injection molding machine\nauto hoist power unit drive injection molding machine Click for easy access to results in different languagesMicro Hydraulic Cylinder - Hydraulic Power Unit CK45 Hard Tipper Truck. Dock Leveller. Motor Pump Units. Custom Built Power Units. Brand. Bosch Rexroth. Tipper Truck. We keep in stock tipper truck hydraulic power packs from our Bosch Rexroth range and are available in both 12v DC & 24v DC with a flow rate of …Hydraulic Power Units - Hydraulic Power Pack - BendPak1.6 Gal Reservoir, 2500 PRV, 1.5 HP Motor, 110-230V / 50-60 Hz / 1 Ph, CE Approved. The E1.2B3F1 is a compact tank that offers enough juice to lift a 10,000-lb. truck or SUV. This hydraulic power pack is designed with a generous 2500 PRV, which means the unit can handle higher back-pressure that exceeds normal operating conditions.","domain":"hydraulic_engineering"}
{"url":"https://m.didacinternational.com/compact-gear-pump-test-set-3579681.html","date":"2020-07-07T05:50:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655891654.18/warc/CC-MAIN-20200707044954-20200707074954-00157.warc.gz","language_score":0.7404330372810364,"token_count":211,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__17170559","lang":"en","text":"Compact Gear Pump Test Set\nDescription of Compact Gear Pump Test Set\nCompact Gear Pump Test Set is a self contained bench top unit for studying the gear pump flow rate vs head at a fixed speed. The unit consists of a storage tank and a gear pump with a motor on a steel base, and measuring instruments. It is to be used with oil or glycol.\nExperiments of Compact Gear Pump Test Set\n- Flow rate vs head.\nTechnical Data of Compact Gear Pump Test Set\nPump ratings at 1500 rpm\n- Maximum flow rate : 20 lpm.\n- Maximum head : 30 m water.\n- Pressure relief valve : Built-in.\n- Pressures : Pressure gauges at pump suction and discharge.\n- Flow rate : Oil meter.\nPower supplied : 220V 1Ph 50Hz. Other power supply is available on request.\nRegd. Office: 507, Shahpuri Tower, C- 58, Janakpuri, New Delhi, Delhi, 110058, India","domain":"hydraulic_engineering"}
{"url":"http://conmec.en.alibaba.com/product/60494855043-801413502/2016_Newest_Type_Hydraulic_Riding_Power_Trowel_CRT_10_46_with_Independent_Hydraulic_Joystick_Steering.html","date":"2018-07-18T00:50:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676589980.6/warc/CC-MAIN-20180718002426-20180718022426-00093.warc.gz","language_score":0.7256627678871155,"token_count":176,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__37419047","lang":"en","text":"Hydraulic Riding Power Trowel CRT 10-46 with Hydraulic Pitch Control\nHeavy-duty hydraulic motors and rotors,made in Italy,carry the load with more control and power.\nHigh-horsepower, dependable petrol for maximum power and performance.\n5-bladed spider for uniform blade and pan coverage.\nRaised foot pedals for comfort.\nHydraulic fluid reservoir inside frame.\nTemperature controlled advanced cooling system\nHour meter, voltage meter and hydraulic pressure gauge all in one location.\nSuper-duty cast iron spiders with super-duty steel trowel arms.\nConmec Engineering Co., Ltd.\nAddress:No.88, #2 Industrial Road, Anwu Road, Fengxian District, Shanghai, China.\nMobile/WhatsApp/Wechat: +0086 13916268732","domain":"hydraulic_engineering"}
{"url":"https://www.jaipurcityblog.com/brahmani-banas-river-linking-project-gets-green-light/","date":"2023-09-28T02:15:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510334.9/warc/CC-MAIN-20230927235044-20230928025044-00651.warc.gz","language_score":0.9497251510620117,"token_count":399,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__134959146","lang":"en","text":"The state government has given green light to the Brahmani and Banas linking project to supply additional water to the Bisalpur dam. According to the Public Health Engineering Department (PHED) and Water Resource Department (WRD) has started preparing a detailed project report (DPR) for the same. A survey to check for all the possibilities and time taken to implement the project will be conducted. The entire project is estimated to cost around Rs.6,000 crore and the DPR for the same will be completed in the next seven to eight months.\nChief Engineer, Islamuddin Khan explained, “After the completion of this project extra water will be supplied to Jaipur, Ajmer, Tonk, and Nagaur which is difficult due to the shortage of water in the Bisalpur dam right now. There will be an open channel constructed around Brahmani river and a tunnel will be dug in the mountain. As the river is located on a height, gravity will help water to flow into the tunnel and then supplied to the Banas river. After the completion of this project, Bisalpur is expected to never have any water shortage.”\nAfter the submission of DPR, the entire project will take around three years to complete. Two weeks back, PHED also gave nod to increase the capacity of the pipeline from Bisalpur dam. The project is estimated to cost around Rs.288 crore and the tender will be invited in June. This project will take two years to get completed. After the completion of the project, it will supply an additional 170 MLD water to the city.\nIn the present scenario, rainwater flowing in the Brahmani River goes untapped. It gets mixed with the water of Chambal River, and it eventually meets Yamuna River flowing in Uttar Pradesh. According to an estimate, at least 355 million cubic meters of water can be utilized by interlinking the rivers every monsoon which otherwise gets wasted.","domain":"hydraulic_engineering"}
{"url":"https://osmanbaba.net/en/news/07e7a773-c262-4ca7-8e81-4fd2232fe178_kosgep/a6233216-67ab-43dd-b95c-045f66242e17_another-warehouse-is-brought-to-urfa-osb","date":"2023-03-29T22:37:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296949035.66/warc/CC-MAIN-20230329213541-20230330003541-00217.warc.gz","language_score":0.9473557472229004,"token_count":298,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__73603583","lang":"en","text":"ANOTHER WAREHOUSE IS BROUGHT TO URFA OSB\nSANLIURFA ORGANIZED INDUSTRIAL REGIONAL DIRECTORATE.\nANOTHER WAREHOUSE IS BROUGHT TO URFA OSB The studies to increase the water storage capacity of the OSB continue. On the one hand, additional water resources are put into service, on the other hand, the water storage capacity is increased. Work continues uninterruptedly in the construction of the water tank, which is under construction in Şanlıurfa Organized Industrial Zone. The warehouse, which has a higher capacity than the existing 2 warehouses, is planned to be completed within the first 6 months of 2022. Work continues on the new water tank, which will be brought to the region by the Şanlıurfa Organized Industrial Zone Directorate. In our region, there are 2 water tanks of 6500 m3 and 2500 m3 (cubic meters) and they are ready when full. In addition to these two tanks, the capacity of the water tank, which was started to be built and is planned to be completed in the first half of 2022, is 7500 m3. The works on the water tank in the East region, which will have a higher capacity than the existing 2 warehouses, are continuing rapidly and it is aimed to be completed on the specified date and put into the service of the industrialists.","domain":"hydraulic_engineering"}
{"url":"https://kr.supmeaauto.com/water-wastewater/radar-level-transmitter-and-dp-level-transmitter-for-tank-level-measurement","date":"2023-03-22T03:34:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296943749.68/warc/CC-MAIN-20230322020215-20230322050215-00631.warc.gz","language_score":0.8833139538764954,"token_count":135,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__243867173","lang":"en","text":"Supmea radar level transmitter and single flange differential pressure level transmitter for tank level monitoring.\nThe radar level transmitter measures the level based on the time of flight (TOF) principle and is not affected by the temperature and pressure of the medium.\nIntroduction to the working principle of different level transmitter.\nThe differential pressure (DP) liquid level transmitter adopts the same working principle as the pressure transmitter: the medium pressure directly acts on the sensitive diaphragm, and the corresponding liquid level height is calculated according to the density of the medium and the corresponding pressure.\nWhat is the different betweent single flange and double flange DP level transmitter.","domain":"hydraulic_engineering"}
{"url":"https://castingquality.com/casting-products/casted-iron-valve/wafer-type-butterfly-valve-2.html","date":"2024-04-18T23:05:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817249.26/warc/CC-MAIN-20240418222029-20240419012029-00891.warc.gz","language_score":0.8493074774742126,"token_count":195,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__133255152","lang":"en","text":"Butterfly valve include wafer type butterfly valve and lug style butterfly valve. The valve body and disc material is ductile iron or cast gray iron.\nPN10/16 Cast iron valve\nSize: DN50 – DN600;\n100% hydraulic pressure testing;\nEpoxy coating or primer painting.\nEPDM/NBR/VITON valve seat.\nCast iron handle/lever operation or gearbox.\nThe wafer style butterfly valve is designed to maintain a seal against bi-directional pressure differential to prevent backflow in systems designed for unidirectional flow. It accomplishes this with a tightly fitting seal, i.e., gasket, o-ring, precision machined, and a flat valve face on the upstream and downstream sides of the valve.\nCast iron valve include gate valve, butterfly valve, check valve, strainer and ball valve. The body material is cast gray iron or ductile iron.","domain":"hydraulic_engineering"}
{"url":"https://www.flyvictor.com/en-gb/carbon-offset-report/2021/china-ningxia/","date":"2023-03-29T01:26:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296948900.50/warc/CC-MAIN-20230328232645-20230329022645-00371.warc.gz","language_score":0.8806777000427246,"token_count":447,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__237302222","lang":"en","text":"Ningxia Shapotou Hydropower Project of Yellow River is a run-of-river hydro power project located in Ningxia of western China. More precisely, it is located in Yellow River, Zhongwei City. The Project Owner is Ningxia Shapotou Water Control Co., Ltd. The region the project is located in is a poverty-stricken minority region, and had a total population of 5.78 million in 2004, of which 819,000 living in poverty, the yar before the project’s inception. The region is a droughty and rainless area.\nThe total installed capacity is 120.3MW and the electricity supplied to the power grid is 578.022GWh yearly with a power density of 29.48W/m2. The electricity is connected to the Northwest Power Grid (NWPG) via the Ningxia Power Grid. The hydropower station consists of riverbed power station, two canal head power stations in the north and south main canal respectively.\nThe riverbed power station uses four bulb tubular turbine units, and the unit capacity of the turbines in the riverbed is 29MW. The canal head power station on the north main canal adopts bulb tubular turbine units and the power station on the south main canal adopts tube type water turbine-generator units, with a total installed capacity combined of 4.3MW (respectively 3.1MW+1.2MW). The project could replace partial electricity of NWPG and reduce GHG emission of the grid, dominated by fossil fuel power generation.","domain":"hydraulic_engineering"}
{"url":"https://gardenpondusa.com/pumps-1/statuary-pumps/united-pump.html","date":"2023-12-05T02:41:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100540.62/warc/CC-MAIN-20231205010358-20231205040358-00178.warc.gz","language_score":0.9629783630371094,"token_count":63,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__140454242","lang":"en","text":"These pumps are ideal for small to midsize fountains and statuary. They are designed for silent and economical operation. Their unique design insures reliability and long life. The amazingly compact design and fully adjustable flow control makes them the perfect choice for statuary applications. Approved for both indoor and outdoor applications.","domain":"hydraulic_engineering"}
{"url":"https://mstrwd.org/impoundments/ao-4/","date":"2023-10-03T16:30:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511170.92/warc/CC-MAIN-20231003160453-20231003190453-00272.warc.gz","language_score":0.9428999423980713,"token_count":246,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__124041129","lang":"en","text":"In December 1994, the Board of Managers initiated by resolution for a new project to establish an off-channel impoundment in the vicinity of sections 3 and 10 of Brandt Township, Polk County, MN. Construction of the impoundment started in 1999 and has been operational since 2001. The project site is on 960 acres is located 30 channel miles upstream of the Red River of the North. The total estimated cost of the project is $3.3 million.\nThe drainage area above the project is approximately 23.4 square miles. The project can store 4,505 acre-feet of water (5.2 inches of run-off) up to the primary spillway. The inlet structure is a 12′ x 8′ reinforced concrete box culvert and the outlet is a two-stage outlet with the lower stage a 48″ reinforced concrete box culvert. The embankment length is 5 miles and consists of approximately 750,000 cubic yards of earthen fill.\nThe Red River Watershed Management Board funded approximately 85% of the cost of Angus Oslo #4 Project construction costs. The MRSRWD paid approximately 15% with additional funding from a State of Minnesota Flood Damage Reduction Program Grant.","domain":"hydraulic_engineering"}
{"url":"http://www.egenco.mw/news.php?slug=tedzani-trash-river-diversion-project-bears-fruits","date":"2020-01-22T16:19:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250607314.32/warc/CC-MAIN-20200122161553-20200122190553-00415.warc.gz","language_score":0.9554596543312073,"token_count":427,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__179088582","lang":"en","text":"The Electricity Generation Company (Malawi) Limited (EGENCO) recently embarked on a project to divert a tributary that was depositing a lot of silt at the Tedzani intake pond. With the first heavy down pour at Tedzani and surrounding areas on Monday 19 November 2018, the river training project (diversion of the river) has proved to be a success. The silt, that ordinarily was destined for the Intake pond, was successfully diverted away downstream of the Tedzani Pond.\nCommenting on the success of the project, EGENCO’s Chief Planning Engineer Archibald Kandoje said when they visited Tedzani Power Station during the heavy downpour, they witnessed firsthand the effectiveness of the newly constructed river training works.\n“If it was not for the river training, all that silt would have made its way into the Tedzani reservoir. Money well spent,” Said Kandoje.\nThe project on dredging (removing of silt on the dam), expansion and river training (diverting a river that was bringing silt and trash at the pond) at Tedzani started in September 2017 and is expected to take 18 months. So far, the river training works have been completed and the expansion of the dam and dredging works are still on going.\nThe cost of the project is US$6,227,361.21.00 (about MK5 billion). It is expected that once the project is completed, the lost live storage capacity of the dam due to siltation will be reclaimed. The expansion of the dam and the reclaimed capacity means that EGENCO will be able to keep more water at the pond. This means that EGENCO will be able to run the machines at full capacity for longer hours during peak periods resulting in increased capacity available to the Single Buyer.\nThe expanded dam will also allow EGENCO to run the 19.5 MW Tedzani IV Hydropower Station which is currently under construction and hence increasing EGENCO’s energy generation capacity.","domain":"hydraulic_engineering"}
{"url":"https://www.tetalliance.com/boltight","date":"2023-03-30T00:57:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296949093.14/warc/CC-MAIN-20230330004340-20230330034340-00264.warc.gz","language_score":0.7716112732887268,"token_count":80,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__221301435","lang":"en","text":"top of page\nSTANDARD HYDRAULIC TENSIONERS\nBoltight’s standard range of hydraulic bolt tensioning tools are designed for general use on top side applications. Each tool comprises of a hydraulic cylinder, bridge, puller and socket.\nInterchangeable adaptor kits fit common hydraulic cylinders to enable the tightening of multiple bolt sizes.\nbottom of page","domain":"hydraulic_engineering"}
{"url":"http://www.navbharatbuildcon.com/dams--barrages.html","date":"2021-01-28T05:06:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610704835901.90/warc/CC-MAIN-20210128040619-20210128070619-00128.warc.gz","language_score":0.6578148603439331,"token_count":144,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__196371560","lang":"en","text":"Work completed by company\n- Gulab Sagar Dam , Mahan Project Sidhi (M.P).\n- Maahi Dam Distt. Dhar (M.P).\n- Kutni feeder reservioir Rajnagar (M.P).\n- Saddle Dam & Gulabsagar Dam Distt. Sidhi (M.P).\n- R&M of Dam of Beni Sagar Distt . Chattarpur (M.P).\n- R&M of Dam canals of Chiraipani tank , Gadhaghat tank and Jebera tank.\nConstruction of Akodra Dam Distt. Udaipur (Rajasthan)","domain":"hydraulic_engineering"}
{"url":"https://www.dreamflows.com/Pages/TuolumneNotes.20170706.html","date":"2022-09-30T11:49:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335469.40/warc/CC-MAIN-20220930113830-20220930143830-00496.warc.gz","language_score":0.9441260099411011,"token_count":133,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__90183836","lang":"en","text":"Hetch Hetchy Water and Power reports as follows:\nA quick update for the weekend:\nHetchy releases will be reduced to 3000 cfs tomorrow. Releases are expected to remain between 2000 and 3000 cfs through Monday\nSpill at Kirkwood PH will remain at 650 cfs\nCombined Cherry dam releases and Holm PH draft will remain between 2000 and 2500 cfs\nLake Eleanor releases will be between 50 and 250 cfs\nTotal project releases will be between 4700 and 6400 between tomorrow midday and Monday. Releases will be reevaluated on Monday.\nAny significant changes to the schedule will be posted on the bulletin board.","domain":"hydraulic_engineering"}
{"url":"http://en.sec.com.cn/cydw/info_5.aspx?itemid=19","date":"2019-03-21T16:52:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912202526.24/warc/CC-MAIN-20190321152638-20190321174638-00316.warc.gz","language_score":0.928272545337677,"token_count":195,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__70441583","lang":"en","text":"Address：F8, West Zone, No. 2068, Shennan Middle Road, Futian District, Shenzhen\nChina Hydroelectric Corporation is a Cayman Islands-based overseas company registered in June 2006, focusing on mainland small hydropower project investment. Shenzhen Energy acquired 100% shares of China Hydroelectric Corporation and all its hydropower projects under operation in December 2015.China Hydroelectric Corporation possesses excellent hydropower assets, including 25 hydropower plants with a total installed capacity of 505.8 MW. These hydropower plants are located in Zhejiang, Fujian and Yunnan provinces, including seven power plants in Zhejiang Province with an installed capacity of 192.6 MW, eight power plants in Fujian Province with an installed capacity of 140.4 MW and nine power plants in Yunnan Province with an installed capacity of 172.8 MW.\n@SHENZHEN ENERGY Corporation All Rights Reserved.","domain":"hydraulic_engineering"}
{"url":"https://taliworks.com.my/engineering-and-construction/","date":"2023-03-24T19:03:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296945288.47/warc/CC-MAIN-20230324180032-20230324210032-00798.warc.gz","language_score":0.9329246282577515,"token_count":333,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__284620662","lang":"en","text":"ENGINEERING AND CONSTRUCTION\nTaliworks’ engineering and construction activities are undertaken by a wholly-owned subsidiary, Taliworks Construction Sdn. Bhd. (“Taliworks Construction”). Taliworks secured its first construction project in 2002, the RM120 million Projek Bekalan Air Kedah Tengah, which was implemented according to the design and build mode of delivery. The State Government of Kedah awarded another design and build water supply project to Taliworks known as the Padang Terap Water Supply Project at the contract sum of RM149 million in 2006.\nIn 2011, Taliworks made a foray into earthfill dam construction through the Mengkuang Dam Expansion Project for a final contract sum of RM273 million in 2017. The scope of works comprised of site clearance, earthworks, construction of reinforced concrete structures and pipe laying works. The project was subsequently completed in 2017.\nIn December 2021, the Company achieved a noteworthy milestone by successfully procuring two (2) design and build packages with a total contract value of RM896 million under the ‘Proposed Development of Sg. Rasau water supply scheme (Stage 1), Selangor Darul Ehsan project’.\nTaliworks Construction is ISO9001 certified, registered with the Construction Industry Development Board of Malaysia (“CIDB”), and accorded with the highest grade, Grade G7 license. Taliworks Construction also holds the Sijil Perolehan Kerja Kerajaan (“SPKK”) license awarded by CIDB.","domain":"hydraulic_engineering"}
{"url":"https://kcjb910.iheart.com/featured/scott-kittell/content/2018-10-16-mouse-river-flood-protection/","date":"2023-03-24T12:50:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296945282.33/warc/CC-MAIN-20230324113500-20230324143500-00512.warc.gz","language_score":0.9547625780105591,"token_count":145,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__288974609","lang":"en","text":"The Souris River Joint Board has approved a contract to begin the design of the Velva, Sawyer and Mouse River Park bridge replacements as part of the Mouse River Enhanced Flood Protection project.\nInitial plans include the replacement of the Highway 41 bridge in Velva and the Highway 23 bridge in Sawyer. The new bridges will be raised and lengthend to increase conveyance through these areas. The 95th Street bridge at Mouse River Park will also be replaced and additional measures will be included to alleviate flooding across the roadway.\nField investigations kick off these project as crews will be in the area over the next few weeks conducting preliminary surveys and geotechnical testing. Design of these three phases is expected to be completed in 2019.","domain":"hydraulic_engineering"}
{"url":"http://taliworks.com.my/activities/construction.html","date":"2017-04-25T06:45:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917120187.95/warc/CC-MAIN-20170423031200-00388-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9575311541557312,"token_count":197,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__145443657","lang":"en","text":"The Construction & Engineering division was established in 2002 and the first project undertaken was the for the design, construction and supervision for water supply works to the northern region of the Central Kedah Water Supply Scheme for RM120 million. It is currently operated at a design capacity of 55 million litres per day and it supplies water to the vicinity of the Central Kedah areas including to Yan and Sarang Semut.\nFollowing the successful completion of the project, Taliworks secured the Padang Terap Water Supply Project in Kedah in August 2006 for RM149 million. The project encompasses a water treatment plant with a capacity of 50 million litres per day. It was implemented on a turnkey design-and-build basis to be completed within 30 months.\nIn August 2011, Taliworks was awarded the sub-contract works in relation to the Mengkuang Dam Expansion Project in Pulau Pinang for RM339 million and the project is expected to be completed by 2016.","domain":"hydraulic_engineering"}
{"url":"https://newsdaily.pk/dams-vital-to-meet-challenges-of-water-shortage-power-needs-pm/","date":"2022-06-30T08:15:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103669266.42/warc/CC-MAIN-20220630062154-20220630092154-00194.warc.gz","language_score":0.9645242094993591,"token_count":235,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__230725337","lang":"en","text":"DASU: Prime Minister Imran Khan on Friday said the construction of water reservoirs in the country was vital to meet the impending challenges of water shortage and power generation.\nIn his interaction with the workers including foreign engineers during his visit to the construction site of Dasu Dam, the prime minister expressed satisfaction over the pace of ongoing work and lauded their efforts towards completion of project.\nThe prime minister said completion of Dasu Dam would ensure cheap and clean electricity and would ease the burden on consumers.\nImran Khan said the project would usher in a new era of socio-economic development in the country. The Phase I of Dasu Dam will complete in 2025 and start supplying 2160 MW to the national grid.\nAfter the completion of Phase II in 2029, the capacity of the dam will be increased to 4320 MW. Under Prime Minister Imran Khan’s vision of power sector reform and better use of the country’s water resources, the work at the Dasu Dam has been enhanced.\nThe purchase of land for the dam has been finalized and the construction of dam is continuing in compliance with the SOPs despite the coronavirus situation.","domain":"hydraulic_engineering"}
{"url":"https://adssc.ae/pumping-stations/","date":"2023-12-08T03:40:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100710.22/warc/CC-MAIN-20231208013411-20231208043411-00436.warc.gz","language_score":0.9357039928436279,"token_count":226,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__136352336","lang":"en","text":"In all, SWS operates fifty-one Terminal Pumping Stations in Emirate of Abu Dhabi.\nThere are 15 Terminal Pumping Stations in Al Dhafra region, and all those terminal pumping stations are below the 10 hours operations daily. There are 36 Pumping Stations in total at Al Ain City.\nSWS undertakes through the Operation and Maintenance Programme a regular testing for salinity across the network of pumping stations, resultantly the identification of facilities that show high levels of Salinity, which are further investigated as part of SWS ongoing Asset Enhancement and Sewer Rehabilitation Contracts.\nMoreover, SWS has conducted hydraulic assessment of the existing collection system for Abu Dhabi Island, Abu Dhabi Mainland, Al Ain City and some cities at Al Dhafra region. The developed hydraulic model includes around 22 pumping stations for Abu Dhabi Island, 69 pumping stations for Abu Dhabi Mainland and 14 pumping stations in Al Ain city. Pumping Station physical data is collected from the as built drawings and the dynamic data including flows are collected from SCADA both data are used in the new hydraulic system for system calibration.","domain":"hydraulic_engineering"}
{"url":"https://crecivilgroup.com/projects/holden-reservoir-pipeline/","date":"2024-02-21T09:03:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473401.5/warc/CC-MAIN-20240221070402-20240221100402-00129.warc.gz","language_score":0.91032475233078,"token_count":145,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__167383028","lang":"en","text":"The new Holden Reservoir pipeline will be approximately three kilometers long and will travel along the center road reserve of Melton Highway, westbound from Antionetta Way in Hillside and across to the north side of Sanctuary Road.\nThis 12-month project will see CRE Civil Group supplying plant/equipment and labour for the delivery of this project.\nThis project is the first phase of a three-part overarching project. In the future, Melbourne Water will be constructing a new reservoir on vacant land on the north side of Melton Highway called the Holden Reservoir.\nThis new pipeline will feed water into the reservoir from the Greenvale -Sydenham water transfer system. Finally, an outlet pipeline will be built.","domain":"hydraulic_engineering"}
{"url":"https://www.heinzmann.com.au/products/actuators#mod1320_djtabs","date":"2023-12-05T11:45:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100551.17/warc/CC-MAIN-20231205105136-20231205135136-00508.warc.gz","language_score":0.8319931626319885,"token_count":254,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__81588826","lang":"en","text":"Hydraulic Pressure Converter HPC\nThe HPC (Hydraulic Pressure Converter) is an electrohydraulic pressure-regulating control valve designed for use in positioning single-acting steam turbine valve servos. The HPC has been specially designed with extra attention to accuracy, response, resolution and is ideal for both inlet.\n“Proportional” current (4 ... 20 mA) to hydraulic pressure converter (e.g. 100 ... 500 kPa) for turbine applications that require precise hydraulic pressure control for servo valve positioning. Applications are steam turbine generators like back pressure turbines and condensing turbines.\nThe reliable robust design of the HPC with its IP66 corrosion-resistant housing, super strong rotary actuator driving our linear pilot valve makes it ideal for the most challenging of applications where dirty or contaminated\noil may be present.\n- Precise hydraulic pressure control\n- Reliable robust design\n- Applicable for hazardous location applications\n- Stable and accurate valve/servo control\n- Optimum positioning “linearisation map”\n- Redundant control pressure sensors for superior reliability\n- Adjustable dither function\n- Oil contamination resistant\n- User-friendly PC tune software tool","domain":"hydraulic_engineering"}
{"url":"https://www.visitturkey.in/seyhan-dam/","date":"2024-02-28T12:05:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474715.58/warc/CC-MAIN-20240228112121-20240228142121-00260.warc.gz","language_score":0.9807249307632446,"token_count":83,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__194147441","lang":"en","text":"The Seyhan Dam is a hydroelectric dam on the Seyhan River north of Adana, Turkey\nThe dam was built in the 1950s as the first in a series of hydroelectric projects funded by the World Bank. The construction project was authorized by Prime Minister Adnan Menderes. The project manager was Süleyman Demirel. Later prime minister and 9th president of Turkey.","domain":"hydraulic_engineering"}
{"url":"https://www.concordia.ca/cuevents/offices/vprgs/sgs/2021/04/12/phd-oral-exam-warda-ahmed-civil-engineering.html?c=events","date":"2021-04-16T10:28:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618038056325.1/warc/CC-MAIN-20210416100222-20210416130222-00000.warc.gz","language_score":0.9165675640106201,"token_count":1094,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__95637330","lang":"en","text":"PhD Oral Exam - Warda Ahmed, Civil Engineering\nCharacteristics of siphon flow under submerged discharge conditions\nThis event is free\nSchool of Graduate Studies\nWhen studying for a doctoral degree (PhD), candidates submit a thesis that provides a critical review of the current state of knowledge of the thesis subject as well as the student’s own contributions to the subject. The distinguishing criterion of doctoral graduate research is a significant and original contribution to knowledge.\nOnce accepted, the candidate presents the thesis orally. This oral exam is open to the public.\nWater reservoirs serve such essential purposes as water supply, irrigation, and hydroelectric power developments. Their effective and safe operations need reliable hydraulic structures for flow control. Siphon spillways are a flow control structure, with two main advantages: 1) no moving parts required and thus less susceptible to breakdown; 2) the ability to pass full discharge with a minimal increase of reservoir water level. The second advantage makes it easier to maintain target water levels as water resources while to ensure safe operations. The design of a siphon spillway uses one discharge head only, termed the design head, which is derived from statistical analysis of hydrological data for the reservoir region. However, under climate change, most existing siphons have been or are expected to be subject to actual discharge heads larger than their design heads. In other words, climate change results in submerged exit condition for siphon flow.\nPrevious studies of siphons focus on their hydraulic performance under free discharge condition. How submergence affects the flow is a question, not addressed previously. The flow over the crest of a siphon is highly curved. It is a challenge to deal with the curved boundary surface of the crest in siphon analysis. Streamline curvatures, three-dimensional vorticities and other subtle characteristics of the velocity and pressure fields remain to be discovered. Existing studies limit to a qualitative description of siphon flow and oversimplify flow mechanisms. The purpose of this research is to improve our understanding of siphon flow characteristics in a range of submerged exit conditions; to reveal any changes in the hydraulic performance of siphons, compared to free discharge conditions; and ultimately to contribute to an improved design of siphons.\nThis research took the approach of combining laboratory experiments with mathematical modelling. The experiments used a scaled model siphon. It was fabricated and tested in the Hydraulics Laboratory at Concordia University. A series of experiments were conducted to determine the discharge coefficient in a range of flow rates. A three-dimensional computational fluid dynamics (CFD) model was established for predicting the velocity and pressure fields as well as turbulence quantities. The CFD model used mesh refinement for regions close to solid boundaries and computed two-phase flow. The free surface of reservoir was tracked using the volume-of-fluid (VOF) method. Turbulence closure was obtained using the RNG k‐ε model.\nThe CFD model predicted detailed distributions of the flow field, including curvilinear flow features in the crest region. The flow characteristics corresponded to various conditions of submergence at the downstream exit of the siphon conduit, and included primary flow velocity, secondary flow velocity, turbulence kinetic energy, and pressure. The predicted discharge coefficient compared well with experimental data. The predicted mean-flow velocities were validated using estimates from the potential flow theory.\nThe experimental and computational results lead to the following findings: 1) The flow in the upstream reservoir is relatively uniform, with smooth movement toward the siphon entrance. At the entrance, the flow contracts, causing the pressure to drop below the hydrostatic pressure level in the upper corner of the entrance. Under the impact of centrifugal forces, the flow at the crest is forced to move in the extrados direction, causing secondary flow and an increased velocity above the crest. 2) The velocity rapidly increases near the crest and reaches the maximum at a very small height from the crest surface. In the zone above the boundary layer, the velocity decreases gradually before it starts to rapidly decrease near the crown surface. 3) Flow separation occurs just a short distance downstream of the crest. Eddies start to form on the crest and develop along the lower leg of the siphon. Further downstream, the flow contracts by a deflector, creating flow separation on the downstream side. 4) The pressures differ along the siphon conduit, with negative values in the crest region. The pressure decrease is proportional to the increase of velocity. Negative pressures at the crest surface may drop to water vapour pressure at the prototype scale. 5) The discharge coefficient is a parameter of practical importance. It allows one-to-one determination of siphon discharge from the head which is simple to measure. Values of the discharge coefficient range from 0.62 to 0.67 under submerged exit conditions. These values are larger than those under free discharge conditions.\nThis study has contributed to a better understanding of flow behaviours in a region bounded by curved boundaries. The CFD modelling strategies discussed in this research can be applied to analyse complex flows in similar hydraulic structures. The pressure data reported can possibly be used to access risks of cavitation in siphon spillways. In conclusion, the siphon flow is a complex flow, with curvatures, three dimensionality and turbulence. Through laboratory experiments and mathematical modelling, this research sheds lights on the flow characteristics such as discharge performance, velocity distribution, and pressure distribution.","domain":"hydraulic_engineering"}
{"url":"https://www.matrisdampers.com/en/aprilia-rs4-125-17/","date":"2020-05-25T07:55:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590347388012.14/warc/CC-MAIN-20200525063708-20200525093708-00554.warc.gz","language_score":0.8280462026596069,"token_count":98,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__97051519","lang":"en","text":"APRILIA RS4 125 17\nFor the new “light” Aprilia sport bike developed specific products to improve performance and setup.\nMultiadjustable hydraulic rear shocks type M46KD & M46KF, equipped with Standard or Hydraulic spring preload.\nMultiadjustable hydraulic fork cartridge kit type F12S and the top racing level F25SA.\nDedicated setting and spring rates, based on the driver weight, are also available.","domain":"hydraulic_engineering"}
{"url":"http://thebricspost.com/china-funds-biggest-electricity-plant-in-cote-divoire/","date":"2017-03-27T10:39:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-13/segments/1490218189471.55/warc/CC-MAIN-20170322212949-00311-ip-10-233-31-227.ec2.internal.warc.gz","language_score":0.8913201093673706,"token_count":327,"dump":"CC-MAIN-2017-13","global_id":"webtext-fineweb__CC-MAIN-2017-13__0__301549218","lang":"en","text":"|Follow us on:|\nChina will finance the construction of Cote d’Ivoire’s biggest electricity generating plant in the country’s south-western region.\nCote d’Ivoire’s Prime Minister Daniel Kablan Duncan and the Chinese ambassador to Cote d’Ivoire Zhang Guoqing signed a loan agreement for the construction of the Soubre hydroelectric dam on wednesday.\nThe Export-Import Bank of China will disburse a loan of about $500 million for the completion of the project which is expected to cost a total of $600 million.\nWith the capacity to generate 270 megawatts, the Soubre hydroelectric dam will be Cote d’Ivoire’s biggest power generator for the country.\n“The project will be funded up to 85 per cent by China and the remaining 15 per cent will be mobilized by Cote d’Ivoire,” Kablan Duncan said.\nThe Chinese ambassador said the loan given to Cote d’Ivoire by his country was the biggest in the last 30 years.\nHe urged all stakeholders to ensure that the Soubre dam project is completed on time.\nThe launch of the dam’s construction work is scheduled to take place in February.\nAfter meeting on Tuesday with the Cote d’Ivoire President Alassane Ouattara, Daniel Kablan revealed that his government intends to construct a series of dams to reinforce the Cote d’Ivoire’s energy generation capacity.","domain":"hydraulic_engineering"}
{"url":"https://ahgroup-pk.com/blog/new-six-hydel-projects/","date":"2023-12-06T05:07:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100583.13/warc/CC-MAIN-20231206031946-20231206061946-00665.warc.gz","language_score":0.8968314528465271,"token_count":215,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__30854408","lang":"en","text":"New Six Hydel Projects To Produce Over 11,000 MW\nWAPDA is planning to add over 11000 MV of environment-friendly electricity to the existing 9,443 MW hydel generation in the upcoming years. Currently, there is a total installed capacity of 24 WAPDA Hydel Power stations that are standing at 9,4434 MW. This initiative aims to enhance the overall hydroelectric power capacity.\nThere are currently some power stations which include Tarbela, Mangla, Neelum, Jhelum, Ghazi Brotha, and Warsak Hydropower Projects. All of these projects are contributing about 25% of the total system capacity which is 36,166 MW.\nThese hydel power projects will be contributing 4,320 MW with the Dasu Hydropower Project, Tarbela 5th Extention contributing 1,510 MW, Kurram Tangi 83.4 MW, Keyal Khwar Power Project 128 MW, Mohammad DAM 800 MW, Diamer Bhasha Dam 4500 MW to the national grid system.","domain":"hydraulic_engineering"}
{"url":"https://tbilisge.blogspot.com/2010/06/usaid-to-launch-project-in-support-to.html","date":"2018-07-23T02:07:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676594790.48/warc/CC-MAIN-20180723012644-20180723032644-00045.warc.gz","language_score":0.9082000851631165,"token_count":118,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__138843219","lang":"en","text":"The US Agency for International Development (USAID) plans to launch a project to draw supplementary investment inflows to the hydro power system of Georgia.\nThe project duration makes up 3 years and it aims at generating additional 400 megawatts in the power system of Georgia thanks to renewable and ecologically clean energy resources. The project total budget is an estimated 8.9 million USD.\nThe project will ensure drawing both domestic and foreign investments to the energy sector of Georgia.\nThe project is part of the US Government post-conflict assistance program for Georgia, which counts for 125 million USD.","domain":"hydraulic_engineering"}
{"url":"https://igema.com/en/company/news/archiv&news=20170602_1155","date":"2021-04-23T17:37:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618039596883.98/warc/CC-MAIN-20210423161713-20210423191713-00503.warc.gz","language_score":0.8613699674606323,"token_count":367,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__2306667","lang":"en","text":"Generation change in the Classic model series\nAs of 1st September 2016, both the low water and high water level limiters as well as the capacitive level control is to be replaced by the successor generation. The production of the older versions will therefore be stopped entirely.\nAttention: The products SMLC1, LMC1 and SMHC1 as well as EC6 and DLT1 have therefore limited availability.\nIn the field of water level limiting all the new generation evaluators, communicate with the existing level electrodes. Thus, replacement of the electrode itself is not required. Only in the field of capacitive level control the evaluator and electrode have to be replaced due to conceptual reasons.\nWater level limiter\nLow water level limiter: SMLC1 → SMHC2\nHigh water level limiter: SMHC1 → SMHC2\nThe low water level limiter with simple design LMC1 (no self-monitoring) will, in future be available as LMC2.\nCapacitive Level Controller\nCapacitive level controller: DLT1 → DLT2\nCapacitive level electrode: EC6 → EC8\nEC8 and DLT2 correspond to the pressure equipment directive 2014/68/EU.\nDatasheets, PED certificates and SIL certificates can be downloaded on our webpage.\nPrices and further information are available on request. Please address your respective salesperson.\nAdvantages of the new generation at a glance\nSMLC2 / SMHC2\n100% exchange-compatible with the predecessors\nEC8 und DLT2\nOptimized display for level and error indication\nSimplified programming of the level from 0 to 100%\nInterference-free signal transmission from electrode to evaluator","domain":"hydraulic_engineering"}
{"url":"http://abasan.ps/website/construction-of-storm-water-harvesting-box-culvert/?lang=en","date":"2019-09-18T05:09:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-39/segments/1568514573184.25/warc/CC-MAIN-20190918044831-20190918070831-00268.warc.gz","language_score":0.7944146990776062,"token_count":110,"dump":"CC-MAIN-2019-39","global_id":"webtext-fineweb__CC-MAIN-2019-39__0__7433742","lang":"en","text":"Construction of storm water harvesting box culvert\nThrough rehabilitation of Road 18 in Abasan Al-Kabira Municipality, Project No.: MOLG-KF/G04-AK.1\nFunded by : Kuwait Fund for Arab Economic Development – Kuwait State Grant No. 345\nUnder Supervision of Project Coordination Unit, Ministry of Local Government\nProject Duration: 8 Months\nOne of the main project component is construction of storm water harvesting box culvert with length of 550 meter.\nThe total budget is 980000$.","domain":"hydraulic_engineering"}
{"url":"https://www.emauxgroup.com/products/pump/hydrau-power-commercial-plastic-pump.html","date":"2019-10-14T09:17:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986649841.6/warc/CC-MAIN-20191014074313-20191014101313-00357.warc.gz","language_score":0.8322027325630188,"token_count":210,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__120247107","lang":"en","text":"HIGH HORSEPOWER UP TO 15HP\nFor commercial pools, aquatic parks, and seawater facilities\nThe Emaux Hydrau-Power pump is a series of powerful and robust pumps engineered for applications requiring high flow capability and efficiency. The pump is constructed with high strength and corrosion resistant thermoplastic materials and equipped with a large capacity strainer.\nEXCELLENT RESISTANCE FOR SEAWATER CORROSION\nHigh volume self-priming plastic pumpideal for large filtration system\nSmooth throat volute design provides high hydraulic efficiency of 85%\nFiber reinforced plastic casing provides substantial temperature, pressure, vibration and impact performance.\nSecondary seal chamber as water leakage and vaporize blocker to the motor.\nLarge suction-side detachable strainer capacity in 13 and 30 Liter.\nPremium Efficiency IE3 Class Motor ( compliance IEC 60034-30)\nFrancis-vane impeller allows for broadband efficiency and large flow region.\nLow noise level up to 68dB","domain":"hydraulic_engineering"}
{"url":"https://www.indianvalvemart.com/forbes-marshall-bellow-valve-5052702.html","date":"2023-02-09T11:51:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499966.43/warc/CC-MAIN-20230209112510-20230209142510-00074.warc.gz","language_score":0.8486753106117249,"token_count":178,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__137041826","lang":"en","text":"Available types BRV2 Screwed with SG iron body. Flanged with SG iron body. BRV2S with stainless steel bellows assembly. BRV2B with phosphor bronze/brass bellows assembly. BRV2SP optional types with external pressure sensing. BRV2BP optional types with external pressure sensing.\nSizes and pipe connections , and 1\" screwed BSP (BS 21 Rp) of NPT. DN15. 20 and 25 flanged BS 4504 PN25.\nLimiting conditions Maximum body design conditions PN25 Maximum upstream pressure 19 bar Maximum downstream reduced pressure 8.6 bar Maximum design temperature 210-C Maximum recommended turn down ratio 10:1 at maximum flow Designed for a maximum cold hydraulic test pressure of 38 bar g\nNote : Price mentioned is for general idea and it may fluctuate as per requirement","domain":"hydraulic_engineering"}
{"url":"https://electricalconnections.co.nz/our-products/specialised-tooling-products/Hydraulic-Pumps/HP45-2-Stage-High-Flow-Hydraulic-Pump","date":"2022-05-17T20:47:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662520817.27/warc/CC-MAIN-20220517194243-20220517224243-00257.warc.gz","language_score":0.7076687216758728,"token_count":181,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__269270134","lang":"en","text":"Compact 2-stage high flow pump providing portability and flexability for many varied hydraulic tooling applications. Manufactured with an easy carry handle, the pump comes complete with a remote control pendant.\nHP45: Hydraulic Pump Single Acting\nHP45DA: Hydraulic Pump Double Acting\n|Part No.||Dimensions||Max Working Pressure||Motor||Power Supply||Usable Oil Capacity||Weight||Add to wishlist|\n|HP45||L230 x W212 x H341mm||1st stage 70 bar, 2nd stage 700bar||0.45KW||230volt||2.0 litre||17kg|\n|HP45DA||L230 x W212 x H341mm||1st stage 70 bar, 2nd stage 700bar||0.45KW||230volt||2.0 litre||17kg|","domain":"hydraulic_engineering"}
{"url":"http://gca.satrapia.com/+iran-to-build-another-hydropower-station-in-tajikistan+","date":"2017-05-22T19:24:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-22/segments/1495463607046.17/warc/CC-MAIN-20170522190443-20170522210443-00327.warc.gz","language_score":0.9346910119056702,"token_count":201,"dump":"CC-MAIN-2017-22","global_id":"webtext-fineweb__CC-MAIN-2017-22__0__1047951","lang":"en","text":"Iran to build another hydropower station in Tajikistan\nThursday 18 August 2011\n(The Times of Central Asia) – Iranian specialists are about to build \"Ayni\" hydropower station on Zeravshan River in Tajikistan. The Tajik-Iranian intergovernmental agreement on the construction of this hydropower station is expected to be signed in the course of the Iranian President Mahmoud Ahmadinejads visit to Tajikistan on September 4-5.\nCurrently, Tajikistan and Iran are holding talks on their shares in this project on the construction of the 150 MW hydropower facility, Abbos Bayeni, Counsellor of the Iranian Embassy for Economic Policy told the AP.\nIf the agreement is signed, the future Ayni hydropower station will become the second hydropower facility in Tajikistan sponsored by Iran. Iran is currently engaged in the construction of the Sangtuda-2 hydropower station in Tajikistan.","domain":"hydraulic_engineering"}
{"url":"https://orissainformation.blogspot.com/2013/01/sankh-river-of-odisha.html","date":"2023-12-08T06:10:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100724.48/warc/CC-MAIN-20231208045320-20231208075320-00766.warc.gz","language_score":0.9374266266822815,"token_count":134,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__129792138","lang":"en","text":"The Sankh River originates from Rajadera village of Gumla district. It is one of the three main rivers flowing through the district. After traveling through Gumla, it enters Simdega Districtand flows towards Orissa.\nThe river joins with the Brahmani River at Vedvyas near Rourkela. Mandira Dam is situated across the Sankh River, where boating facility is available. The length of the river is 240 Km. The 60 metres (200 ft) high Sadni Falls on the Sankh River at the edge of the Ranchi plateau is an example of scarp falls or knick line falls.","domain":"hydraulic_engineering"}
{"url":"https://en.sandasmakine.com/urunler/hydroyclones/","date":"2023-12-08T22:11:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100779.51/warc/CC-MAIN-20231208212357-20231209002357-00064.warc.gz","language_score":0.8617322444915771,"token_count":132,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__208237838","lang":"en","text":"SPR – Single Separator:\nSPR model hydrocyclones are static type separators that remove solids from liquids through a centrifugal effect. The incoming dirty fluid gains a circular motion as it passes between the fixed helical blades inside the body. The resulting centrifugal force causes solid particles in the liquid to be thrown outward. These separated particles are discharged from the bottom of the separator.\nThese models can be used individually or in battery configurations.\nDesigned for high flow rates, multiple SPR model separators are installed in the same body. This allows achieving flow rates of around 3000 m³/h with a single unit.","domain":"hydraulic_engineering"}
{"url":"http://www.medicalexpo.com/medical-manufacturer/valve-check-valve-49215.html","date":"2019-07-20T18:40:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195526560.40/warc/CC-MAIN-20190720173623-20190720195623-00344.warc.gz","language_score":0.7185801863670349,"token_count":148,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__194581167","lang":"en","text":"Our check valves offer a simple and reliable inline valve design that permit flow in one direction only ensuring full control over sample movement.\nInline Cartridge Check Valves are designed to limit flow in one direction and deliver a low cracking pressure. Ideal placement for the CV-3000 would be on the effluent side of the column to prevent post-column ...\nDouble Check Valve, Tubing Pocket Chimney Port, 2-5 PSI Cracking Pressure, Radiation-Stable Polycarbonate\nNeedlefree luer activated check valve with female luer lock.\n... provides consistent opening pressure and flow characteristics for demanding medical and life science applications. The inline check valve is compatible with most IV gravity and pump sets. Additionally, ...","domain":"hydraulic_engineering"}
{"url":"http://www.invest-eisk.ru/","date":"2021-07-23T15:13:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046149929.88/warc/CC-MAIN-20210723143921-20210723173921-00170.warc.gz","language_score":0.8802436590194702,"token_count":113,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__292796153","lang":"en","text":"Investment portal of Krasnodar region\nHot line for investors\nNews and Events\nA profitable project in the field of manufacturing industry on the construction of the processing enterprise is planned to be implemented in the Yeisk District\nThe project for the construction of a plant for the processing of polymer wastes with the subsequent release of new raw materials is proposed for implementation in the Yeisk District.\nYeisk district offers an investment site for accommodation of water intake facilities\nThe investors are offered a land plot to implement a project on the construction of water intake facilities.","domain":"hydraulic_engineering"}
{"url":"https://turkmenpetroleum.com/en/2021/07/05/vozrozhdenie-kicks-off-new-phase-of-construction-of-mudflow-protection-facilities-in-ashgabat/","date":"2021-10-18T04:49:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585196.73/warc/CC-MAIN-20211018031901-20211018061901-00553.warc.gz","language_score":0.9343580007553101,"token_count":184,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__268659104","lang":"en","text":"The branch of the Russian company Vozrozhdenie in Turkmenistan has completed excavation works at the site of construction of mudflow protection facilities in Ashgabat and started concreting.\nThe company is expected to build a system of canals and pipelines (including construction of mud reservoirs, pumping stations and filter structures) and reconstruct the existing canal.\nIn March last year, President of Turkmenistan Gurbanguly Berdimuhamedov signed a decree authorizing the Ashgabat city administration to make a contract with Vozrozhdenie for design and construction of a number of mudflow prevention facilities in the southern part of the Turkmen capital. The project developed by Vozrozhdenie jointly with the Russian design institute “Sevkavgiprovodkhoz” was recognized as optimal. The construction of facilities should be completed in September 2022.","domain":"hydraulic_engineering"}
{"url":"http://sahyadree.blogspot.com/2009/02/nilwande-dam.html","date":"2019-05-25T21:07:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232258451.88/warc/CC-MAIN-20190525204936-20190525230936-00276.warc.gz","language_score":0.6947320103645325,"token_count":219,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__3146811","lang":"en","text":"सह्याद्रीच्या कुशीत मनमुराद भटकंती करताना जे मला दिसले ते आणखीन कुणाला तरी सांगण्याच्या उद्देशाने...\nSaturday, February 28, 2009\nNilwande dam is the second dam which is built on Pravara river and is benificial for north part of Ahmednagar dist. Whole dam built with Coal-Grout technique firsttime in Maharashtra. Built with super policy of rehabilitation and then project.","domain":"hydraulic_engineering"}
{"url":"https://tyre-equipment.co.uk/products/bva-air-hydraulic-pump-pa3801","date":"2024-04-23T11:08:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818474.95/warc/CC-MAIN-20240423095619-20240423125619-00336.warc.gz","language_score":0.8822577595710754,"token_count":156,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__26956814","lang":"en","text":"Product Code: PA3801\nThis pump is tried and tested and known to be extremely reliable. It has a steel wide-base reservoir for excellent durability and stability, and a 3.8 litre oil capacity.\nBVA Hydraulics air pump works at max. 10,000 psi (700 bar), with a compact yet powerful air turbo motor, will hold hydraulic pressure if air is disconnected. The pump equips patented bypass device protects the hydraulic system from over pumping damage, and in-line design gives less friction & longer life. Our unique dust cover on release control valve protects against contaminations. As heavy duty metal reservoirs is superior to plastic counterparts. Suggested air inlet range: 110-175 psi / 7.6-12.1 bar","domain":"hydraulic_engineering"}
{"url":"http://knowledgeofagriculture.blogspot.com/2009/11/multipurpose-projects.html","date":"2017-04-30T12:41:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917125532.90/warc/CC-MAIN-20170423031205-00063-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.8843183517456055,"token_count":1415,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__222353276","lang":"en","text":"Multipurpose Projects A multipurpose project is a river valley project which serves a number of purposes all at once such as:\n(i) Storage of water for future use\n(ii) Supply of water for irrigation\n(ill) Generation of hydroelectricity\n(iv) Control of floods\n(v) Checking of soil erosion (through afforestation and control of water flow)\n(vi) Development of inl~nd navigation (vii) Reclamation of water-logged lands, and thereby\ncontrol of malaria\n(viii) Fish culture\n(ix) Development of riversides as recreation spots and health resorts.\nSeveral irrigation and multipurpose projects have been undertaken in independent India.\nNagarjunasagar Located on the Krishna river in Andhra Pradesh; conceived for the unified development of irrigation, flood control and power generation.\nTllngabhadra On Tungabhadra river-a tributary of the Krishna. Joint project of Andhra Pradesh and Karnataka for irrigation and electricity.\nPoochampad On River Godavari, a masonry dam in Andhra Pradesh for irrigation.\nGandak Project On River Gandak; Bihar and Uttar IPradesh are the participating states. Nepal has also been getting power and irrigation benefits after 1959.\nKosi Project On Kosi river in Bihar; for irrigation, flood control and electricity. In 1965, a barrage was constructed near Hanumannagar in Nepal.\nKakrapara Project On Tapi river in Gujarat. Conceived for irrigation and power purposes.\nUkai Multipurpose Project Located on Tapi river in Gujarat.\nMahi Project On Mahi river in Gujarat. It has two stages; stage I consists of a masonry pick-up weir at Wanakbori village. Stage II envisages construction of a 1,430 m long and 58 m high dam near Kadma. It has high irrigation potentialities.\nGhataprabha Valley Development Conceived for harnessing water of River Ghataprabha for irrigation in Belgaum and Bijapur districts of Karnataka.\nMalaprabha Project Located on Malaprabha river in Belgaum district of Karnataka.\nUpper Krishna Project In Karnataka across the Krishna river. A dam is being constructed at Almatti.\nTawa Project Construction of reservoir across Tawa river, a tributary of the Narmada in Hoshangabad district (Madhya Pradesh).\nChambal Project On River Chambal. Jointly executed by Madhya Pradesh and Rajasthan. In the first stage the Gandhi Sagar Dam and Kota barrage were completed. In the second stage, Rana Pratap Sagar Dam (112 MW capacity) was constructed. Third stage comprises of Jawahar Sagar Dam (99 MW power station).\nRajghat Dam Project On Betwa river. An inter-state project of Madhya Pradesh and Uttar Pradesh.\nBhima Project On Bhima river in Maharashtra. Envisages construction of two dams--one on Pawana river and another across Krishna river. The work has been completed.\nJayakwadi Project On River Godavari 'in Maharashtra. First stage includes construction of an earthen dam; second stage envisages construction of canal across Sindphana river.\nNarmada Project (Indira Sagar Dam) On Narmada river; if completed, world's largest river valley project. Jointventure of Madhya Pradesh and Gujarat. The project has been under controversy.\nSardar Sarovar Project On Narmada river in Gujarat. Inter-state project benefiting Gujarat, Madhya Pradesh, Maharashtra and Rajasthan. It is embroiled in controversy.\nHirakud Project On Mahanadi river in Orissa. A multipurpose project; world's longest mainstream dam.\nBhakra Nanga/ A joint venture of Punjab, Haryana and Rajasthan. This is a straight gravity dam on the Satluj river at Bhakra. Multipurpose project.\nBeas Project Joint venture of Punjab, Haryana and Rajasthan. It consists of the Beas-Satluj link, earth-rockfill Pong Dam on Beas river; Beas transmission system.\nThein Dam Earthen dam on River Ravi in Punjab. Rajasthan Canal Project (Indira Gandhi Canal) Provides irrigation facility to north-western region of Rajasthan.\nParambikulam Aliyar Joint venture of Tamil Nadu and Kerala. It envisages harnessing the water of six rivers located in Annamalai Hills and two in the plains.\nSarda Sahayak Project Located in Uttar Pradesh across the River Ganga.\nRamgangaProject Located in Chuisot stream in Uttar Pradesh. The project is for irrigation and power. The project will supply 200 cusecs of water for Delhi water supply scheme.\nBanasagar Project On Son river, in pursuance of an interstate agreement among Madhya Pradesh, Uttar Pradesh and Bihar.\nFarakka Project In West Bengal, taken up for the twin objectives of preservation and maintenance of Kolkata port and for improving the navigability of the Hooghly. The project consists of a barrage across the Ganga at Farakka; a barrage at Jangipur across the Bhagirathi; a feeder canal (39 km long) taking off from the right bank of Ganga at Farakka and falling into Bhagirathi below the Jangipur barrage. Rail-cum-road bridge over the Farakka provides a communication link for Assam, West Bengal and rest of India.\nKnngasabati Project On Kangasabati and Kumari rivers in West Bengal. It envisages the construction of earth dams.\nMayurakshi Project It is in West Bengal, comprising Canada dam and meant for power and irrigation purposes.\nDamodar Valley Project On Damodar river. Inter-state project of Bihar and West Bengal. The project provides irrigation facility, flood control, power generation and soil conservation measures. Important multipurpose dams are Tilaiya, Konar, Maithon and Panchet. Three thermal power stations at Bokaro (I and II units also working), Chandrapura and Durgapur. Main supplier of power in Bihar and West Bengal.\nDul Hasti The project is part of the programme of cascade development of estimated 6,000 MW of hydropower potential on the River Chenab in Jammu and Kashmir. Chukka Project A joint venture of India and Bhutan. It is a turnkey project initiated by Indian government.\nSalal Project Commenced in Jammu and Kashmir on River Chenab for irrigation and power generation, after agreement with Pakistan was reached.","domain":"hydraulic_engineering"}
{"url":"http://www.hynds.co.nz/shop/Drainage/Culverts+%26+Wingwalls/Box+Culvert+Underpass+System-00920.html","date":"2014-10-22T21:38:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-42/segments/1413507447657.38/warc/CC-MAIN-20141017005727-00337-ip-10-16-133-185.ec2.internal.warc.gz","language_score":0.873126745223999,"token_count":127,"dump":"CC-MAIN-2014-42","global_id":"webtext-fineweb__CC-MAIN-2014-42__0__71222128","lang":"en","text":"Hynds Precast Concrete Box Culvert Units are designed to be used as stormwater culverts, stock underpasses for rural highway crossings, pedestrian tunnels, and vertical chambers.\nPrecast box culvert units simplify the construction process, allowing for the rapid completion of works. A large variety of strengths and sizes are available. (Span and height can be varied.)\nHynds Wingwall units provide improved inlet and outlet hydraulics for culverts, stormwater outfalls and protection against erosion.\nReduces culvert crash impact severity, NZTA Accepted, Replaces Mountable Wingwalls","domain":"hydraulic_engineering"}
{"url":"https://www.lapar.eu/product/control-valve/lpi11-self-operated-pressure-control-valve","date":"2022-07-05T21:48:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104628307.87/warc/CC-MAIN-20220705205356-20220705235356-00465.warc.gz","language_score":0.7339067459106445,"token_count":441,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__258599838","lang":"en","text":"LPI11 Self Operated Pressure Control Valve\nLPI11 Self regulating Pressure Control Valve, Pressure Control Valve (PCV), Pressure Regulating Valve (PRV)\nLPI11 self-operated pressure control valve is composed of control valve, actuator and spring used for pressure controlling, it is suitable for controlling downstream pressure in the pipes of non-corrosive liquids, gases and streams, when the downstream pressure sises, the control valve is closed.\nThe main features are as follows:\n- Can be upstream control or downstream control.\n- No external energy, automatic adjustment.\n- Simplifying equipment, energy conservation.\n- Compact structure, fewer parts, light weight.\n- Easy to install and operate.\n- Regulating performance, accurate flow coefficient.\n|Actuator||Spring Return Diaphragm Actuator|\n|Pressure||PN1.6~6.4Mpa, ANI150~600Lbs, JIS10~40K|\n|Flow characteristics||EQ%, Linear, Quick opening|\n|Leakage class||Metal Sealing: IV grade |\nSoft Sealing: VI grade\n|Structure||Standard Type, Low temperature |\nBellows Seal Type, Cooling Type\n|Body & Cap Material||WCB, WCC, WC6, CF8, CF8M, CF3M|\n|Stem Material||304, 316, 316L 17~4PH|\n|Spool Material||304, 316, 316L, 17~4H, Surfacing Stellite|\n|Packing Material||PTFE, RTFE, Flexible graphite|\n|Medium||Gas, Liquid, Steam and etc|\n|Option||Cooling Tank, Heat Sink, Extension, Travel Indicator|\n|Remark||Commissioning has been completed in the factory|","domain":"hydraulic_engineering"}
{"url":"https://en.thepage.ua/news/the-kakhovka-hpp-is-irreparable","date":"2023-10-04T00:59:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511284.37/warc/CC-MAIN-20231003224357-20231004014357-00834.warc.gz","language_score":0.9629920125007629,"token_count":172,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__210019990","lang":"en","text":"Ukrhydroenergo says that the engine room of the Kakhovka hydroelectric power plant was blown up from the inside, rendering the whole plant irreparably destroyed.\nThe reservoir is estimated to be releasing water during the next four days.\n\"The uncontrolled fall of the water level in the reservoir is an additional threat to the temporarily occupied Zaporizhzhia NPP. Water from the Kakhovka reservoir is necessary for the plant to power its turbine capacitors and safety systems. The plant’s cooling pond is currently full. The Ukrainian staff at the ZNPP is monitoring all indicators,\" the company said.\nAs of 9:00 a.m., June 6, the water level in the kakhovka reservoir is rapidly falling, and the evacuation of people from the potentially flooded areas has begun.","domain":"hydraulic_engineering"}
{"url":"http://rdd.at/en/portfolio-item/vacutec-heavy-liquid-pump/","date":"2023-09-27T05:03:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510259.52/warc/CC-MAIN-20230927035329-20230927065329-00668.warc.gz","language_score":0.9020015597343445,"token_count":154,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__40113411","lang":"en","text":"Vakumat Pumping Unit\nThe Vakumat is a pumping set used, amongst other things, in agriculture for pumping liquid manure into and out of barrels. The compact-designed housing includes two wear-free pumps, which are not susceptible to dry-run failures. A self-suction liquid ring pump builds up a vacuum at first; as soon as the rotary pump on the suction side is flooded the actual pumping process starts. The pipe- and valve system between both pump monitors the suction process autonomously.\nreddot design award\nnominee staatspreis design austria\nnominee german design prize","domain":"hydraulic_engineering"}
{"url":"https://fieldelectronics.com/shop/hawk-measurement/continuous-level-transmitters-hawk-measurement/hawk-measurement-sultan-acoustic-wave-level/","date":"2023-12-07T12:41:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100674.56/warc/CC-MAIN-20231207121942-20231207151942-00232.warc.gz","language_score":0.8159551620483398,"token_count":474,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__206882415","lang":"en","text":"Hawk Measurement Sultan Acoustic Wave Level\nPrinciple of Operation\nHawk Measurement Sultan Acoustic Wave Level uses the transmission of high powered acoustic waves ensures minimal losses through the environment where the sensor is located. Due to the high powered emitted pulse, any losses have far less effect than would be experienced by traditional ultrasonic devices. More energy is transmitted hence more energy is returned. Advanced receiver circuitry is designed to identify and monitor low level return signals even when noise levels are high. The measured signal is temperature compensated to provide maximum accuracy to the outputs and display.\n- River level measurement\n- wet wells level measurement\n- inlet screens measurement\n- tanks level measurement\n- sumps level measurement\n- pump stations level measurement\n- water towers level measurement\n- dams level measurement\n- basin levels\n- chemical storage level measurement\n- Crushers level measurement\n- surge bins level measurement\n- ore passes level measurement\n- conveyor profile\n- blocked chute detection\n- stockpile level measurement\n- stacker level measurement\n- reclaimer level measurement\n- storage silos level measurement.\n- Boiler bunkers level measurement\n- raw coal bunkers level measurement\n- ash pits level measurement\n- fly ash silos level measurement.\n- Food silo level measurement\n- Cement silo level measurement\n- Plastics, Grain silo level measurement\n- Chemicals silo level measurement\n- Paper silo level measurement\n- Non contact measurement.\n- Self cleaning sensors\n- Power supply flexibility\n- allows for 2 wire loop power.\n- Low cost per point.\n- Wide range of communications:\n- Devicenet, Goshawk, HART, Modbus, Profibus (Fieldbus & Profibus PA pending)\n- Pump Controlx5 pumps\n- Auto compensation for dust, steam and losses.\n- Protection class:\n- IP67, NEMA 4x (IP68 Transducer)\n- Programmable fail safe mode.\n- High temp applications on request\n- GSM/CMDA remote setup options/config.\n- Differential and average level control (2 transducers).\n|Measurement Range Max||\n180 Metres (588ft)\n12-30V DC, 90 to 250V ac (50-60Hz)","domain":"hydraulic_engineering"}
{"url":"https://generators.tpub.com/TM-9-6115-651-14P/css/TM-9-6115-651-14P_20.htm","date":"2023-09-30T19:17:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510707.90/warc/CC-MAIN-20230930181852-20230930211852-00156.warc.gz","language_score":0.6606907248497009,"token_count":137,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__266488394","lang":"en","text":"Table 3-2. Operator/Crew Preventive Maintenance Checks and Services (PMCS) (cont).\nM - Monthly\nCheck coolant level (2). Proper level is two inches\nbelow the overflow pipe. Add coolant as required.\nHYDRAULIC FLUID LEVEL\nCheck level of fluid in hydraulic sump (3).\nCoolant is below proper\nHydraulic fluid level is below\nthe full mark.","domain":"hydraulic_engineering"}
{"url":"http://savewater-china.com/automatic-horse-waterer_p0194.html","date":"2020-07-10T20:13:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655911896.73/warc/CC-MAIN-20200710175432-20200710205432-00443.warc.gz","language_score":0.7584342360496521,"token_count":116,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__35216294","lang":"en","text":"1. High durability. Made of cast iron with enamel coating\n2. Adjustable brass float valve.Control the water level as needed.\n3. Water storage type.Suitable for any livestock.\n4. Humanized two holes design. Adjust water inlet position as required.\n|No.||Item No.||Product Name||Size (mm)\n|1||100020300||Steel plate enamal bowl\n|L270mm*W280mm*H120mm||Steel plate with enamel coating||1.75Kg|","domain":"hydraulic_engineering"}
{"url":"https://catcon.com.au/projects/water/willunga-basin-pipeline/","date":"2024-04-23T18:33:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818732.46/warc/CC-MAIN-20240423162023-20240423192023-00406.warc.gz","language_score":0.9533326625823975,"token_count":205,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__174406470","lang":"en","text":"The 20km Willunga Basin Pipeline was constructed by CATCON for the South Australian Department for Transport, Energy & Infrastructure to provide a waste water solution for the Willunga Basin area south of Adelaide. The 450MPVC pressure pipeline system took 9 months to complete and consists of; 2 pump stations, appurtenances, lined water storage facility and outlet dam.\nConstruction equipment used included; 30T excavators, loaders, trucks, rollers, graders as well as the Vermeer Rocksaw which was used to cut the trench for the pipeline. CATCON were required to align the pipeline with the existing road network and farm properties, this required liaising with councils, the DTEI and farm stakeholders.\nCATCON performed all structural and mechanical works on the pump stations, including an advance telemetry system. The dam was lined with a bentonite mat layer to prevent seepage. The capacity of the water storage area at the inlet of the project is approximately 10 million litres.","domain":"hydraulic_engineering"}
{"url":"https://spel.com.au/urban-detention-retention-solutions/","date":"2021-05-13T21:43:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-21/segments/1620243992514.37/warc/CC-MAIN-20210513204127-20210513234127-00400.warc.gz","language_score":0.8118957281112671,"token_count":164,"dump":"CC-MAIN-2021-21","global_id":"webtext-fineweb__CC-MAIN-2021-21__0__149436026","lang":"en","text":"Detention, Retention & Conveyance\nThese solutions can be used for different applications, including:\n- Car parks\n- Shopping centres\n- Detention Ponds\n- Design considerations for your project\n- Catchment size\n- Pollutant protection for the receiving waters\n- Physical placement (including rainfall conditions, etc)\n- Type of contaminants\n- Flow rate\n- Risk analysis (nutrient & TSS inundation, spill containment)\nA heavy duty channel drainage system uniquely designed for industrial environments.\nOn open bottomed, high-density polyethylene infiltration chamber for subsurface retention or detention of stormwater run off.\nA dual wall pipe engineered from high-density polyethylene.\nAn underground structural water storage system for rainwater harvesting, stormwater detention and infiltration.","domain":"hydraulic_engineering"}
{"url":"https://www.czmed.com/index.php?option=com_k2&view=item&id=755:balloon-inflator-en&Itemid=746&lang=en","date":"2023-09-29T05:02:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510481.79/warc/CC-MAIN-20230929022639-20230929052639-00767.warc.gz","language_score":0.8664464950561523,"token_count":180,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__280491446","lang":"en","text":"This device is mainly used for hydraulic pressure on balloons to achieve the function of balloon dilation.\n- Optimal head fluid channel design makes it convenient for venting;\n- O-type plunger design makes for low frictional resistance and can pressure easily;\n- Screw fixed design of pressure gauge assures safety and reliability of the seal;\n- The inflator is equipped with fluorescent gauge, which contributes to accuracy of reading;\n- Ergonomic handle is comfortable and convenient to grasp;\n- The inflator is of good leakproofness since it uses materials with high strength and safety;\n|Model||Nominal Capacity（ml）||Maximum Pressure（atm）||Syring Features|","domain":"hydraulic_engineering"}
{"url":"http://cnhappypump.en.made-in-china.com/custom-detail/xmQExQndGJUQEmJxQQnVMEAm/The-121-Canton-fair-on-5-19-April-2017.html","date":"2017-12-11T18:40:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-51/segments/1512948513866.9/warc/CC-MAIN-20171211183649-20171211203649-00603.warc.gz","language_score":0.676892876625061,"token_count":128,"dump":"CC-MAIN-2017-51","global_id":"webtext-fineweb__CC-MAIN-2017-51__0__97777810","lang":"en","text":"Pump, Water Pump, Electric Water Pump manufacturer / supplier in China, offering Water Pump Happy Brand, Deep Well Submersible Water Electric Pump (100HQJD1.5), Submersible Electric Water Pump (QDX6-28/2-1.1A QDX6-39/3-1.5A) and so on.\nIt is the last photo.\nYou have seen all photos.\nThe 121th Canton Fair\nBooth No.:8.1 H34-35,I12-13\nAdd:Guangzhou International Convention and Exhibition Center(Pazhou Pavilion)","domain":"hydraulic_engineering"}
{"url":"http://forum.bowlinginzeeland.nl/viewtopic.php?f=2&p=48628","date":"2019-06-17T15:19:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627998509.15/warc/CC-MAIN-20190617143050-20190617165050-00324.warc.gz","language_score":0.9267739653587341,"token_count":221,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__25246438","lang":"en","text":"Stainless steel deep well pump has simple structure, convenient maintenance, small floor area, saving raw materials, safe and reliable, easy installation, simple use, international standards.\nStainless steel series deep well pump is a kind of high-performance wear-resisting electric pump produced by importing advanced pumping technology from foreign pump companies. The power part is equipped with water-immersed stainless steel submersible motor produced by international advanced technology. It is absolutely pollution-free to water quality and is the best product of deep well pump at home and abroad.\nSelect high-quality stainless steel casing, shaft core, coupling, water inlet seat and pump head (or copper alloy water inlet seat, pump head), high-strength and wear-resistant new composite polymer impeller and stainless steel guide shell, the new \"floating\" structure impeller during work without axial pressure on the motor.\nStainless steel deep well pump is especially suitable for industrial and mining, agriculture, construction, aquaculture, food and beverage industry and domestic (or high-rise water supply).","domain":"hydraulic_engineering"}
{"url":"https://aquasector.com/en/store/product/underwater_light_300w_12v__universal","date":"2023-12-11T11:37:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679511159.96/warc/CC-MAIN-20231211112008-20231211142008-00842.warc.gz","language_score":0.9273173809051514,"token_count":82,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__49275140","lang":"en","text":"The product is designed to be used under water in swimming pools, waterparks, water features etc. to illuminate the wide area of the pool.\n300W incandescent light is inserted to the stainless steel body. The construction of the body is designed to be used in liner, composite or concrete pools with reinforced waterproofing.\nThe material of the body is stainless steel AISI-304.","domain":"hydraulic_engineering"}
{"url":"http://leadfluidpump.com/featured/","date":"2021-09-20T21:30:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780057091.31/warc/CC-MAIN-20210920191528-20210920221528-00250.warc.gz","language_score":0.6535989046096802,"token_count":139,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__96803792","lang":"en","text":"KZ25 High Flow Rate Pump Head\nKZ25 Pump Head is suitable for the larger flow transmission, up to 6000mL/min, can load various tubes. Easy and fast load & replace tubes, can be mounted cascade. The rollers adopts 304ss, the shell adopts PC, PPS and AL materials, suitable for various working environment.\nFlow range:0.3-6000 ml/min\nTubing: 15#, 24#, 35#, 36#\n■ Lead Fluid KZ25 pump head flow range 0.3~6000 mL/min, suitable for 15#, 24#, 35#, 36# tube, c...","domain":"hydraulic_engineering"}
{"url":"http://isiasistemi.it/news/isia-acquired-new-contract-for-dewa-l-station-jebel-ali.html","date":"2023-12-10T12:40:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679102469.83/warc/CC-MAIN-20231210123756-20231210153756-00423.warc.gz","language_score":0.8733869791030884,"token_count":127,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__109970207","lang":"en","text":"ISIA Acquired new contract for DEWA L-station, Jebel AliBack\nISIA closed a contract for the design and realisation of the Chlorine Dioxide Production system for the Potable water treatment of the DEWA L-station, Jebel Ali.\nThe chlorine dioxide project includes a 2x100% disinfection system with a capacity of 8 kg/h, able to treat around 13.000 m3/h.\nThe solution is a customized package and it will ensure complete redundancy of the existing system L-station, already supplied in 2007.\nThe project will be delivered third quarter 2019.","domain":"hydraulic_engineering"}
{"url":"https://aura.abdn.ac.uk/bitstream/handle/2164/20315/Arachige_etal_IJPVP_Burst_Pressure_Of_VoR.pdf;jsessionid=5B6BB2A21A5A2EFC3BDE15B9BC5B9B80?sequence=1","date":"2023-06-07T18:57:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224654012.67/warc/CC-MAIN-20230607175304-20230607205304-00079.warc.gz","language_score":0.910801351070404,"token_count":211,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__275607785","lang":"en","text":"Theoretical and empirical burst pressure prediction models are developed.\nThe models quantify effect of defect geometry and orientation on burst pressure.\nBurst pressure experiments are used to validate the model predictions.\nAxial defect is more detrimental to burst pressure than circumferential defect.\nAccurate prediction of the burst pressure is essential for structural integrity assessment of pipelines. Current design codes and models for residual burst pressure assessment of pipelines with surface corrosion defects are only applicable to axially orientated defects. Theoretical and empirical models for the prediction of burst pressure of thin-walled pipes with pre-existing localised and arbitrarily oriented surface corrosion defect are proposed. The theoretical model is based on power-law hardening and J2 flow theory while the empirical model is derived from nonlinear finite element analysis results of the burst pressure. Burst pressure experiments are used to validate the model predictions. The theoretical and empirical models are found to be reliable in predicting the effect of defect width, length, and orientation on the burst pressure.","domain":"hydraulic_engineering"}
{"url":"https://www.maritimeprofessional.com/news/brennan-tallies-million-lock-contract-379676","date":"2023-12-10T23:27:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679102697.89/warc/CC-MAIN-20231210221943-20231211011943-00806.warc.gz","language_score":0.962601363658905,"token_count":157,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__138128765","lang":"en","text":"La Crosse, Wis. based marine construction firm J.F. Brennan Co. Inc. has secured a contract from the U.S. Army Corps of Engineers for work at the Brandon Road Lock and Dam in Rockdale, Ill.\nThe company was the sole bidder for the $23,484,700 firm-fixed-price contract, which will see it install a miter gate installation and replace machinery at the site. Work is estimated to be completed by January 19, 2024.\nThe Brandon Road Lock and Dam is a lock and dam complex along the Des Plaines River in Joliet, Illinois. The complex was built from 1927 to 1933 in conjunction with the construction of the Illinois Waterway, which allowed for barge travel between Lake Michigan and the Mississippi River.","domain":"hydraulic_engineering"}
{"url":"http://mechanicalgalaxy.blogspot.com/2010/07/functions-of-back-vane-pump-out-vane.html","date":"2018-02-18T00:57:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891811243.29/warc/CC-MAIN-20180218003946-20180218023946-00684.warc.gz","language_score":0.8864248991012573,"token_count":77,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__267473426","lang":"en","text":"1. Pushes liquid of the back of the impeller and helps lower the pressure acting on the back of the impeller, this reduces the axial thrust\n2. Mecahanical seal has to work against a lower pressure, this ensures better sealing.\n3. Abrasive materials at the back of the impeller can be pumped out, protecting the impeller.","domain":"hydraulic_engineering"}
{"url":"https://rosenergoatom.info/our-power-troubles-meet-peak-demand/","date":"2022-05-24T05:14:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662564830.55/warc/CC-MAIN-20220524045003-20220524075003-00476.warc.gz","language_score":0.971804678440094,"token_count":280,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__136526230","lang":"en","text":"To make energy available for pumping, we could set up solar power generation facilities near these reservoirs which will provide the energy needed during the day (off-peak period) to pump water from the lower reservoir. to the upper tank.\nSince a different energy source is used for pumping, the term hybrid pumped storage system is used. During the day, solar panels would generate the energy needed to pump water from the lower reservoir to the upper reservoir.\nThe same water would then be released to generate power to increase the power supply to the grid to meet the demand for the two daily peaks; morning peak from 7:00 a.m. to 8:30 a.m. and evening peak from 6:00 p.m. to 10:00 p.m.\nIndeed, in one of my previous articles on flood mitigation in the Kashmir Valley, I had suggested the construction of a series of small dams or cascading reservoirs on the main rivers as well as on their tributaries which could ensure flood moderation.\nThese same cascade reservoirs could be appropriately designed to also serve as reservoirs for pumped storage. In fact, these reservoirs would be like multi-purpose systems in that they would help with flood moderation, sediment control and at the same time increase our electricity production, especially during times of peak demand.\nIn addition, the area around them could be developed into recreational and tourist places.","domain":"hydraulic_engineering"}
{"url":"https://selectstoneohio.com/product/atlantic-tidal-wave-md-series-250-gph-15w-pump/?add-to-cart=5921","date":"2021-08-01T23:59:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046154277.15/warc/CC-MAIN-20210801221329-20210802011329-00250.warc.gz","language_score":0.8500693440437317,"token_count":88,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__210856712","lang":"en","text":"ATLANTIC™ TIDAL WAVE MD SERIES 250 GPH 15W PUMP\nMagnetic induction pumps are the perfect choice for small water features and fountains with low head heights. These submersible pumps are heavy-duty and are equipped with removable pre-filters, oversize ceramic shafts, replaceable impeller assemblies and a 20′ power cord.\n- 15 Watts\n- 250 gph","domain":"hydraulic_engineering"}
{"url":"https://ulma.se/en/accessories/heating-controls/esbe-valve-combination-vmb423","date":"2023-09-27T01:28:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510238.65/warc/CC-MAIN-20230927003313-20230927033313-00510.warc.gz","language_score":0.9085003137588501,"token_count":78,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__184879486","lang":"en","text":"ESBE Valve combination VMB423\nValve combination with safety valve intended for hot water storage. Incoming cold water has reverse and shut-off function as well as connections for vacuum valve etc. Incoming hot water is regulated within the temperature range 35-60°C through a thermostatic mixing valve series VTA320.\nRSK-Nr: 431 38 79","domain":"hydraulic_engineering"}
{"url":"https://abilitydubai.com/stainless-steel-eye-wash-shower/","date":"2024-02-25T09:10:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474594.56/warc/CC-MAIN-20240225071740-20240225101740-00797.warc.gz","language_score":0.8366607427597046,"token_count":95,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__33712260","lang":"en","text":"- This product is used in environments above 0°C. If it is used below 0°C, antifreeze maintenance of pipelines is required;\n- Before installation, please flush the inlet pipe in advance,\n- It is recommended to install the water inlet control valve in the inlet pipe.\n- After use, close the inlet control valve first, and then close the eyewash valve after the water in the main body is exhausted.","domain":"hydraulic_engineering"}
{"url":"http://www.cumberlandmd.gov/469/Fort-Hill-Reservoir-Improvements","date":"2023-12-08T00:18:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100705.19/warc/CC-MAIN-20231207221604-20231208011604-00490.warc.gz","language_score":0.9307685494422913,"token_count":98,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__60511796","lang":"en","text":"This project involves the design and installation of a new liner and cover for the Fort Hill Reservoir\nCity of Cumberland\nNotice to Proceed was issued on March 8, 2023. Estimated completion during Summer 2023.\nScope of Work\nThis project includes design and installation of a new liner and floating cover for the concrete 3.75-million-gallon Fort Hill Potable Water Reservoir. Design-build contract shall include both the design and construction phases of the proposed improvements.","domain":"hydraulic_engineering"}
{"url":"http://amki.on.ca/applic.htm","date":"2019-03-26T02:32:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912204768.52/warc/CC-MAIN-20190326014605-20190326040605-00141.warc.gz","language_score":0.9597185254096985,"token_count":173,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__100770221","lang":"en","text":"APPLICATIONS OF DDSWMM\nThere is a wide range of applications of DDSWMM. The primary application of DDSWMM would be for the design of new urban drainage systems, with due consideration of minor as well as rare rainfall events. This would include sizing of sewers, analysis of inlet control requirements, determination of flows and flow depth in the major system network, design/analysis of detention storage facilities for runoff control, etc.\nThe overlwhelming applications\nof DDSWMM to date, however, have been for the analysis/evaluation of existing\nurban drainage systems, including areas which were not designed according\nto the dual drainage principle, and the design of relief measures for both\nthe minor and the major systems, through a combination of DDSWMM and an\ninterface with the EXTRAN model.","domain":"hydraulic_engineering"}
{"url":"https://en.baoquocte.vn/vietnamese-companies-agree-deal-for-laos-hydropower-project-192126.html","date":"2022-11-30T04:20:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710719.4/warc/CC-MAIN-20221130024541-20221130054541-00773.warc.gz","language_score":0.9534299373626709,"token_count":179,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__144331552","lang":"en","text":"Vietnamese companies agree deal for Laos hydropower project\nThe Construction Joint Stock Company 47 has announced that it had recently reached a deal with Song Da 5 Joint Stock Company to construct the Nam Pha, Nam Phak and Phouphong dams at the Nam Phak hydropower project in Laos.\nThe two sides signed two contracts, including the one for construction of the dams at Nam Pha, Nam Phak and Phouphong, and the other for the design and testing serving the construction of the Nam Phak hydropower project, with total capital of nearly 800 billion VND (34.2 million USD).\nThe contracts are to take 1,458 days to be completed.\nThe Nam Phak hydropower project has a total installed capacity of 128 MW. It is located in the southwest of Bolaven Plateau in Champasak province.","domain":"hydraulic_engineering"}
{"url":"http://www.quick-attach.com/attachments/utvhydraulicpowerunit/","date":"2015-11-28T16:35:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-48/segments/1448398453576.62/warc/CC-MAIN-20151124205413-00011-ip-10-71-132-137.ec2.internal.warc.gz","language_score":0.6796584129333496,"token_count":217,"dump":"CC-MAIN-2015-48","global_id":"webtext-fineweb__CC-MAIN-2015-48__0__68289484","lang":"en","text":"Attachments: UTV Hydraulic Power Unit\nUTV Hydraulic Power Unit (910001) (300 lbs.)\nThe compact design of the power unit is designed for UTVs.\n- Robin/Subaru 25Hp Twin Engine\n- Electric Start, Key Ignition\n- Gear-Type Hydraulic Pump\n- Hydraulic Oil Cooler with Thermostatic Fan Control\n- System Relief Valve\n- Fuel and Oil Tank Top Filler/Strainer\n- Oil Fill Sight-Gauge\n- Spin-On Return Filter\nThe Power Pack™ ATV/UTV Hydraulic Power Unit by Quick Attach® turns your ATV/UTV into a highly versatile machine. Reliable Robin/Subaru 25hp twin engine with electric start creates more than enough hydraulic flow to run our specially built ATV/UTV hydraulic attachments.\n|Oil Reservoir Capacity\n|Fuel Tank Capacity\n|Fuel Consumption @ Full Throttle\nView Catalog PDF for the Power Pack UTV Hydraulic Power Unit (1.9 MB)","domain":"hydraulic_engineering"}
{"url":"https://www.ica.com.mx/en/web/ica/hydroelectric-powerhouse-chicoasen","date":"2018-01-19T15:26:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-05/segments/1516084888041.33/warc/CC-MAIN-20180119144931-20180119164931-00057.warc.gz","language_score":0.8476594090461731,"token_count":159,"dump":"CC-MAIN-2018-05","global_id":"webtext-fineweb__CC-MAIN-2018-05__0__108829858","lang":"en","text":"Chicoasen Hydroelectric Power Plant\nThis hydroelectric power plant has a 255-meter high, 515-meter long rock fill dam curtain. The intake works consist of a canal for 8 sloped intake points. 6.20-meter-diamter pressure conduits are sheathed in concrete and steel clad. The machine room is housed in a power cavern 20 meters wide, 199 long and 43 high. It can house up to 8 turbo-generator units with 300 MW of power each.\nWe also handled the design and construction of the access road to the plant, with a solution that saved 8km of travel distance and 400m of slope.\nFederal Electricity Commission\nGrijalva River in Tuxtla Gutiérrez\nConstruction start date:","domain":"hydraulic_engineering"}
{"url":"https://pwsd1jeffco.com/proposed-projects","date":"2023-06-04T16:22:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224650201.19/warc/CC-MAIN-20230604161111-20230604191111-00117.warc.gz","language_score":0.8453295826911926,"token_count":133,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__29122734","lang":"en","text":"We will be replacing all the old 6\" and 8\" cast iron water mains in the Bayshore Subdivision in 2022-2023.\nWe will be relocating 6\" and 8\" cast iron water mains in the Richardson Road and Jeffco Blvd. area due to MoDot widening Jeffco Blvd. in 2022.\nWe will be replacing some old 6\" cast iron water main with new 6\" PVC water main on the east side of the 1800 block of Jeffco Blvd. in 2022.\nWe will be installing some 6\" PVC water main on the west side of the 900 block of Jeffco Blvd.in 2022.","domain":"hydraulic_engineering"}
{"url":"https://usnagar.nic.in/tourist-place/culture_and_heritage/","date":"2022-06-26T10:47:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103205617.12/warc/CC-MAIN-20220626101442-20220626131442-00679.warc.gz","language_score":0.9374291896820068,"token_count":199,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__36156945","lang":"en","text":"Dam in UdhamSinghNagar\nA dam has been constructed on river Saryu at Nanak Matta forming Nanak Sagar which adds up to the beauty of Nanakmatta . The dams of Baur, Haripura, Nanakmatta,Dhaura,Tumaria,Baigul are present in the district which have made this land extremely fertile. Only Lohia Head on river Sharda in Khatima generates electricity.\nHow to Reach:\nPantNagar Airport is nearest airport from Delhi\nKichha, Rudrapur Bajpur, Kashipur can be reached and dams are very close to these stations\nKhatima, Sitarganj, Nanakmatta, Kichha, Rudrapur, Gadarpur, Bajpur, Kashipur, Jaspur can be reached and dams are very close to these stations","domain":"hydraulic_engineering"}
{"url":"http://www.ankenyiowa.gov/Home/Components/FacilityDirectory/FacilityDirectory/460/523?backlist=%2Fgovernment%2Fmaps","date":"2017-10-19T16:26:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-43/segments/1508187823350.23/warc/CC-MAIN-20171019160040-20171019180040-00196.warc.gz","language_score":0.8227639198303223,"token_count":62,"dump":"CC-MAIN-2017-43","global_id":"webtext-fineweb__CC-MAIN-2017-43__0__220009991","lang":"en","text":"NE Delaware Ave Ditch RepairCategories:\nThis project will address minor drainage issues along the west side of NE Delaware Avenue between NE 5th and NE 9th Streets.\nAnticipated Start Date\nExpected Completion Date\nThis project is in the design phase. -- updated 4/4/17","domain":"hydraulic_engineering"}
{"url":"https://www.borunmachinery.com/product/hdpeppfrpppvc-double-wall-corrugated-pipe-production-line.html","date":"2022-07-03T12:46:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104240553.67/warc/CC-MAIN-20220703104037-20220703134037-00524.warc.gz","language_score":0.8176125884056091,"token_count":112,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__74998663","lang":"en","text":"The plastic double wall corrugated pipes are mainly used for drainage, sewage, irrigation, electric power, communication etc.\nHDPE/PP/FRPP/PVC double wall corrugated pipe with corrosion resistance, high strength, high rigidity, goodtoughness, low flow resistance, sealing better, light weight, convenient substitute of traditional water drainage pipe, widely used over the world.\n1. Full computer control;\n2. High automation, stable and efficient;\n3. Lower energy consumption.","domain":"hydraulic_engineering"}
{"url":"https://demo.hydrotrenchdrains.com/products/slot-drains/bg-gatic-facadeslot/","date":"2023-11-29T13:04:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100081.47/warc/CC-MAIN-20231129105306-20231129135306-00774.warc.gz","language_score":0.8635178208351135,"token_count":152,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__313993739","lang":"en","text":"This discreet surface drainage channel can be installed directly against a building, wall or other external landscape feature to provide effective drainage of surface liquids from vertical surfaces, door thresholds and the adjacent pavement area. The channels can be made to follow the building perimeter whether straight or curved.\nWhen positioned over a simple rainwater inlet box, the system can accommodate rainwater downpipes which can eliminate the need for a separate drainage network for the roof area, achieving a more efficient drainage design.\nLoad Classification: A15 (Bespoke units can be made which are suitable for up to D400)\nAvailable channel widths:\n50mm, 75mm, 115mm\nPlease contact us for technical details at firstname.lastname@example.org","domain":"hydraulic_engineering"}
{"url":"https://theindiasaga.com/nation/there-is-not-a-bit-but-whole-lot-of-steel-from-sail-in-sardar-sarovar-project/","date":"2022-05-23T14:30:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662558030.43/warc/CC-MAIN-20220523132100-20220523162100-00792.warc.gz","language_score":0.9266983866691589,"token_count":383,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__207316977","lang":"en","text":"There is not a bit but whole lot of Steel from SAIL in Sardar Sarovar Project\nNEW DELHI: Partnering in one of the most prestigious and important national projects, public-sector undertaking Steel Authority of India Limited (SAIL) has supplied 80% steel needed for the construction of the Sardar Sarovar Project in Gujarat. It was inaugurated by Prime Minister of India Narendra Modi on Sunday.\nSAIL supplied around 85,000 tonnes of steel (TMT) for the entire Sardar Sarovar Narmada Nigam Ltd. (SSNNL) project which comprises all the canals throughout Gujrat which are connected to Narmada River and Dam. This Sardar Sarovar project is the second largest concrete gravity dam (by volume) and has the world’s third largest spillway discharging capacity.\nThe Sardar Sarovar Dam is a gravity dam built on Narmada river near Navagam, Gujarat, which will benefit four states — Gujarat, Madhya Pradesh, Maharastra and Rajasthan. A part of the Narmada Valley Project, it will help in irrigation and electrical power supply. It is a part of a large hydraulic engineering project involving the construction of a series of large irrigation and hydroelectric multi-purpose dams on the Narmada river. One of the 30 dams planned on river Narmada, Sardar Sarovar Dam (SSD) is the largest structure to be built. The project will irrigate more than 18,000 m2 (190,000 sq ft), most of it in drought prone areas of Kutch and Saurashtra. The total installed capacity of the power facilities is 1,450 MW.\nA number of prestigious projects of the Government have received uninterrupted supply of steel from SAIL, a key requirement in fast paced fast paced infrastructure development of the country.","domain":"hydraulic_engineering"}
{"url":"http://elrayah.com/?page_id=139","date":"2024-04-21T05:02:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817729.0/warc/CC-MAIN-20240421040323-20240421070323-00065.warc.gz","language_score":0.8361526131629944,"token_count":587,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__202899103","lang":"en","text":"Covered Models by El-Rayah\nEl-Rayah offer main control valve parts for Doosan excavators such as both the main and overload relief valves and complete seal kits for most common models in Egypt.\nOld models such as solar 280Lc-3 and solar 220Lc-3 and Solar 290Lc-V which is equipped with main control valve Toshiba Dx28-35.\nNew solar V series of excavators Which is equipped with Kayaba main control valve KVMG series specially model KVMG270-DA (effective models : S300/S340/S370LC-V)\nMain parts we offer :-\nMain relief valve\nMain relief for control valve Kayaba KVMG270-DA (effective models : S300LCV/S340LC-V/S370LC-V and DX300LC /DX300LCA), relief pressure is 330/350 Kg/cm2 with part numbers C011B-50146 and 420-00257\n* Main relief valve is located between the neutral passage HP and low pressure passage LP,and the oil from HP is filled in the chamber D through the main poppet C.2) If the pressure of HP line reaches to the set spring force of the pilot poppet, pilot poppet Fopens. Then the oil reaches to the low pressured side LP through G.3) If the pilot poppet opens, the pressure of D chamber drops and consequently main poppet Copens having the oil of HP flows directly to the passage LP.4) Up pressure functionIf a pilot signal comes to “pi” port, the piston H moves to the limited position by the plug I, then the spring force of pilot poppet increases resulting as the pressure up of HP line’s max. limited pressure value.\nMain relief for control valve Toshiba DX28 (effective models : S280LC-3, S220LC-3 and S290LC-V), relief pressure is 300/320 Kg/cm2 with part numbers (3537-358 & 2420-1225 & 2420-1159 )\nOver load relief valve\nMain relief for control valve Kayaba KVMG270-DA (effective models : S300LCV/S340LC-V/S370LC-V and DX300LC /DX300LCA), also it is suitable for S420Lc-V & S470Lc-V wtih control valve model KVMG400 with part numbers C011B-50146 and 420-00257\nMain relief for control valve Toshiba DX28 (effective models : S280LC-3, S220LC-3 and S290LC-V) with parts numbers ( 3537-357-360-20 & 2420-1226 )","domain":"hydraulic_engineering"}
{"url":"https://english.corporatenepal.com/news/detail/20218/","date":"2024-03-03T03:27:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476180.67/warc/CC-MAIN-20240303011622-20240303041622-00509.warc.gz","language_score":0.9293814301490784,"token_count":275,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__171105398","lang":"en","text":"Kathmandu: Upper Tamakoshi Hydropower Project, the national pride project, is all set to produce power from Monday. Of the total 456 megawatt, the first unit of the project will generate 76 megawatt electricity, the project officials said.\nSpokesperson of the Project, Dr Ganesh Neupane, said that Prime Minister KP Sharma Oli is scheduled to inaugurate the project at 4:00 pm on Monday amid a programme to be organised virtually.\nThe project on Sunday supplied electricity in the 220 KV transmission line from its powerhouse to Khimti meant for charging the power grid.\nThe power generated in the project will be supplied to Dhalkebar through New Khimti Substation and then it will be linked to the national system, Spokesperson Dr Neupane said.\nWith the completion of the project, a decade-long dream of Nepalis has come true.\nLikewise, the second unit of the project is also expected to generate power by mid-July. There are altogether six units in the project.\nIn the initial days, the total cost of the project was estimated to be Rs 35 billion but the total expenditure of the project has reached almost Rs 80 billion due to fluctuation in the exchange rate of the US Dollar, interest rate, natural disasters and many other reasons.","domain":"hydraulic_engineering"}
{"url":"https://hiconstruction.co.za/project/thornhill/","date":"2024-04-15T19:24:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817014.15/warc/CC-MAIN-20240415174104-20240415204104-00403.warc.gz","language_score":0.9466099143028259,"token_count":127,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__103670178","lang":"en","text":"This project involved the Civil, Mechanical, and Electrical upgrade to the Thornhill Water Treatment Works.\nThe Mechanical upgrade involved the replacement of 5no. existing pumps with new pumps capable of delivering 800l/s. The installation of the new pumps took place in two phases so as to ensure minimal disturbance to the existing pumping capacity. The Electrical upgrade involved the installation of 11kV/400V transformers and switchgears as well as the installation of 4no 2500kVa generators. The Civil works involved the construction of new MCC and Transformer buildings, as well as the upgrading of the plant’s internal roads.","domain":"hydraulic_engineering"}
{"url":"https://permitting.sjrwmd.com/nwepermitting/jsp/Search.do?theAction=searchDetail&permitNumber=290286","date":"2020-01-19T02:15:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250594101.10/warc/CC-MAIN-20200119010920-20200119034920-00093.warc.gz","language_score":0.9117341041564941,"token_count":172,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__210359747","lang":"en","text":"Blue Springs Drainage Improvements at Crescent Lake\ndesigned to serve stormwater retrofit activities in accordance with Section 62-330.451, F.A.C. (General Permit to Counties, Municipalities, and other Agencies to Conduct Stormwater Retrofit Activities). The proposed project will consist of a retrofit of an existing stormwater conveyance with two new dry detention ponds to improve water quality treatment and help reduce flooding in the surrounding residential neighborhood in Brent, (Escambia County). Associated activities will consist of excavation within a residential county right-of-way to remove portions of the existing water pipe and stormwater structures as well as the excavation of two new detention ponds. Minimal impacts are expected downstream to the receiving waters of Crescent Lake. The proposed project will be constructed according to the approved plans by McKim & Creed, Inc.","domain":"hydraulic_engineering"}
{"url":"http://elmerlovescanon.blogspot.com/2015/06/","date":"2017-04-27T14:54:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917122174.32/warc/CC-MAIN-20170423031202-00410-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9255130887031555,"token_count":94,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__136882705","lang":"en","text":"The photography of Elmer Domingo using Canon EOS 1100D\nTaken at Wawa Dam, one early morning. Wawa Dam is also called Montalban Dam since Rodriguez, Rizal (where the dam is located) is named Montalban before.\nA bamboo bridge taken at Wawa Dam, Rodriguez (Montalban), Rizal.\nPicture taken at Wawa Dam in Rodriguez (Montalban), Rizal.","domain":"hydraulic_engineering"}
{"url":"https://www.erithhorticulture.com/store/p338/Clarke-Submersible-Pump.html","date":"2024-04-21T18:27:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817790.98/warc/CC-MAIN-20240421163736-20240421193736-00182.warc.gz","language_score":0.8421388864517212,"token_count":166,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__106822692","lang":"en","text":"Clarke Submersible Pump\nClarke CSE2 230v 7230560 10m - 750w\nThis self-priming submersible pump can be used for continous running and provides top quality general duty for clean water pumping.\nThe strong, durable, double insulated case offers a tough corrosion and rust proof construction. This Clarke pump also benefits form a low consumption motor with overload protection and an anti-airlock valve, complete with a long life ceramic shaft seal for reliability\nClarke CSD3 230v 7230610 water pump 45m - 1100w\nThe Clarke CSD3 multi-stage 4 impeller pump is for use with cold, clean water i.e. wells or rain water tanks and can pump up to 45m head.\nNote - suitable for use with clean water only","domain":"hydraulic_engineering"}
{"url":"https://www.collegiatepeakstu.org/river-conditions","date":"2023-02-03T09:54:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500044.66/warc/CC-MAIN-20230203091020-20230203121020-00827.warc.gz","language_score":0.8025696277618408,"token_count":215,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__274841021","lang":"en","text":"- River flows for Leadville to Buena Vista\n- River flows for Buena Vista to Salida\n- Solunar table for Salida\n- River flows below Salida\nUpper basin: river flows above Buena Vista\nSee the complete details for DWR flow before Granite.\nMiddle basin: river flows in Salida\nSee the complete details for DWR flow at Salida.\n- 200-300cfs low water, very clear and easy to wade almost anywhere\n- 500cfs about the wading limit in most places\n- 700-800cfs typical summer flows\n- 1000+cfs means summer run-off (melting snow). River is powerful, strong currents, deep.\nLower basin: river flows in Parkdale\nSee the complete details for DWR flow at Wellsville.\nSolunar table provided by Solunar Forecast and Predictions.","domain":"hydraulic_engineering"}
{"url":"https://madisoniannews.com/trout-population","date":"2024-04-23T17:56:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818732.46/warc/CC-MAIN-20240423162023-20240423192023-00222.warc.gz","language_score":0.9644100666046143,"token_count":149,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__177412223","lang":"en","text":"The Hebgen Dam release gate is open and outflows to the Madison River were restored just before midnight on Wednesday, Dec. 1. Follow-up work is still required, but water in the river has reached normal levels.\nA full fishing closure that was implemented in the upper Madison River will be lifted on Friday now that a gate at Hebgen Dam has been repaired and river flows are returning to normal.\nA full fishing closure is in effect for the upper Madison River from Ennis Lake upstream to Hebgen Dam.\nA malfunction at Hebgen Dam caused flows on the Madison River to drop Tuesday, stranding fish on riffles and concentrating fish in deep water. NorthWestern Energy is working to fix the dam.","domain":"hydraulic_engineering"}
{"url":"https://turkishdigest.blogspot.com/2005/11/turkey-to-transfer-hydro-to-private.html","date":"2020-07-04T19:20:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655886516.43/warc/CC-MAIN-20200704170556-20200704200556-00049.warc.gz","language_score":0.9624572396278381,"token_count":81,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__195701671","lang":"en","text":"\"Turkey to transfer hydro to private sector\n29 November 2005\nThe Turkish government is expected to transfer all of the country's hydroelectric power plants to the private sector under a privatisation programme.\nNo timetable for the process has been announced although 16 large hydro plants with a combined capacity of around 2000MW were transferred to privatisation body OIB last year.\"\nMore:International Water Power and Dam Construction","domain":"hydraulic_engineering"}
{"url":"https://en.newsnrn.com/2019/06/28/foundation-stone-laid-for-hydro-power-project/","date":"2019-07-23T12:45:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195529276.65/warc/CC-MAIN-20190723105707-20190723131707-00505.warc.gz","language_score":0.9105783700942993,"token_count":263,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__26850175","lang":"en","text":"Foundation stone laid for hydro power projectPosted 4 weeks ago by Sandeep Bhattarai\nFoundation stone has been laid for the construction of a single megawatt hydropower project at Patarasi rural municipality-1, Gadigaun in Jumla.\nMinister for Internal Affairs and Law of Karnali State, Naresh Bhandari laid the foundation stone for the construction of Chukeni Rivulet Small Hydropower Project on Thursday. The Minister said the power generated from the hydropower would be a boon for remote area people.\nThe project is being constructed by Chukeni Rivulet Power Cooperative Organization. “Electricity is the most significant foundation of infrastructure and the hydro project would bring out Jumla from the era of darkness”, Bhandari added.\nThe project is also expected to bring improvements to the economic status of people here, Minster said. Gor Bahaudr Budha, chairperson of the Chukeni Rivulet Electricity Cooperative Organization, said the project will be constructed at an estimated cost of Rs 470 million. “We are working in such a way that the project construction will be completed within one and a half years”.\n8 hours ago\n9 hours ago\n10 hours ago\n22 hours ago","domain":"hydraulic_engineering"}
{"url":"https://www.eventbrite.com/e/asce-june-2014-membership-meeting-tickets-11576502631?aff=eorg","date":"2016-10-24T13:04:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-44/segments/1476988719566.74/warc/CC-MAIN-20161020183839-00352-ip-10-171-6-4.ec2.internal.warc.gz","language_score":0.9142964482307434,"token_count":96,"dump":"CC-MAIN-2016-44","global_id":"webtext-fineweb__CC-MAIN-2016-44__0__247520652","lang":"en","text":"Topic: Englewood Dam Safety Project Field Trip and Annual Pizza Party\nSpeaker: Kurt Rinehart, PE - Chief Engineer Miami Conservancy District\nMr. Rinehart will present on the current construction project designed to control underseepage at the Englewood Dam. The project was awarded in the fall of 2013 and should be completed in 2014.\nLunch: Pizza, pop & water, cookies\nA PDH certificate will be provided to attendees.","domain":"hydraulic_engineering"}
{"url":"https://www.aplkwikform.co.nz/projects/union-street-bridge-to-leith-street-footbridge.aspx","date":"2021-12-05T13:27:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363189.92/warc/CC-MAIN-20211205130619-20211205160619-00252.warc.gz","language_score":0.9149179458618164,"token_count":161,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__13727592","lang":"en","text":"Leith Flood Protection Works\nThe next phase of work under the Leith Street Flood Protection Scheme, which aims to reduce the risk of floodwaters spilling over channel walls and flooding large areas of Otago.\n- Providing public access to the river bed and terraces along part of the left bank.\n- Construction of a new retaining wall along left bank.\n- Shaping, stabilising and rebuilding weirs to stabilise river bed and avoid large waves.\n- Raising the wall along the right bank to improve safety and increase freeboard (the height of the channel wall above the flood level).\nUnited Scaffolding is providing essential propping and access services to enable engineering works.\nDue for completion in early 2018.\nScaffolding by USG","domain":"hydraulic_engineering"}
{"url":"https://www.oras.com/en/products/oras-safira/utility-room-faucet/1036J-01","date":"2021-11-30T00:32:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964358847.80/warc/CC-MAIN-20211129225145-20211130015145-00552.warc.gz","language_score":0.8210739493370056,"token_count":160,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__32116846","lang":"en","text":"You are browsing discontinued products.\n- Connection Silencer(s)\n- Lever/Handle Single operating lever/handle, Hot/Cold symbols\n- Color Chrome\n- Flow-rate at 300 kPa 0.27 l/s\n- Flow-rate at 300 kPa (with flow reducers) 0.2 l/s\n- Pressure loss 0.2 l/s (with flow reducers) 300 kPa\n- Pressure loss with flow (0.2 l/s) 160 kPa\n- Hot water supply max. +80°C\n- Material Brass\n- Working pressure 50 - 1000 kPa\n- Noise class 0.2 l/s I (ISO 3822) Oras lab.","domain":"hydraulic_engineering"}
{"url":"http://forgottenminnesota.com/2014/12/the-pine-river-dam/","date":"2017-07-25T08:36:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-30/segments/1500549425117.42/warc/CC-MAIN-20170725082441-20170725102441-00318.warc.gz","language_score":0.9791861772537231,"token_count":102,"dump":"CC-MAIN-2017-30","global_id":"webtext-fineweb__CC-MAIN-2017-30__0__114468195","lang":"en","text":"The Pine River Dam near Brainerd was the fourth dam built as part of the Mississippi River Headwaters Reservoirs system. The original timber dam was constructed from 1884-1886. A concrete dam replaced it in 1905. This photo was taken in 1910.\nThe dam site once included a house, office, a barn, a carpenter shop, a blacksmith shop, two warehouses, a wood shed, and a chicken coop. These structures were demolished through extensive redevelopment for public recreation.","domain":"hydraulic_engineering"}
{"url":"https://hpgeneralstudies.com/himachal-gk-mcqs-rivers-5/","date":"2022-09-25T04:25:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030334514.38/warc/CC-MAIN-20220925035541-20220925065541-00305.warc.gz","language_score":0.7128086686134338,"token_count":382,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__106094823","lang":"en","text":"1. River Satluj originates from:\nC. Bara Bhangal\n2. Which is the biggest river of Himachal Pradesh in terms of volume of water?\n3. The proposed Renuka Dam will be built across river……\n4. River Pabbar originates from:\nB. Hamta Pass\nC. Chansal Peak\nD. Rohtang Pass\n5. River Satluj enters in Himcahal Pradesh in district…..\n6. Chandra and Bhaga rivers meets at the place called:\n7. River Banganga flows in which district?\n8. Pong Dam is built across river…….\n9. River Beas leaves the district Mandi at the place called:\nB. Jangal Beri\n10. Which river stream does not flow through district Kangra?\nLiked the post? We’re a non-profit website. Make a donation and help us build our work.","domain":"hydraulic_engineering"}
{"url":"https://lyjgse.com/product/showproduct.php?lang=en&id=29","date":"2019-11-12T08:20:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-47/segments/1573496664808.68/warc/CC-MAIN-20191112074214-20191112102214-00072.warc.gz","language_score":0.8879076838493347,"token_count":135,"dump":"CC-MAIN-2019-47","global_id":"webtext-fineweb__CC-MAIN-2019-47__0__19696164","lang":"en","text":"Since 2001 LJ has been manufacturing decoking control valves. Our unique patented design, improve the fault-free operation of the equipment.\nValve body inlet and outlet port level design, no need to open the valve body and remove piping for routing maintenance.\nSingle spool and short stroke design.\nStem out of the valve body design, constant water pressure.\nSpool up and down support, spool and sleeve with very low friction and long service life.\nMulti-stage pressure relief plate set in the valve body, no need to open the valve body during replacement.\nThe use of metal seat, tight seal design, longer service life.","domain":"hydraulic_engineering"}
{"url":"http://www.automationghana.com/products_category_detail/91/","date":"2018-09-25T23:30:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267162563.97/warc/CC-MAIN-20180925222545-20180926002945-00135.warc.gz","language_score":0.8707183599472046,"token_count":75,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__189354001","lang":"en","text":"Find the right pressure sensor for the right application\nPressure measurement technology finds applications in the measurement of process pressure, differential pressure, level, and flow.\nAbsolute and gauge pressure measurement - continuous measurement or pressure switches in liquids\nHydrostatic level measurement - continuous level measurement in liquid applications with level sensors\nDifferential pressure - continuous level, flow and differential pressure measurement","domain":"hydraulic_engineering"}
{"url":"http://borneotip.blogspot.com/2012/06/sibu-pumping-station-sibu-central.html","date":"2017-04-28T04:27:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917122739.53/warc/CC-MAIN-20170423031202-00309-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9556930661201477,"token_count":199,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__74856111","lang":"en","text":"The multi million ringgit flood mitigation project in Sibu has certainly changed the physical appearance of the town with the construction of a few pumping stations.\nThe pumping station beside the Sibu Central Market is definitely a pleasant looking station with a decent looking garden behind it. The small leisure square seems to obscure rather unpleasant look of the overhead traveling crane and other functional structures within the pumping station.\nThere are a total of 5 pumps here. When the water level reached 1.6m, the first pump would automatically start. The second water pump will be activated at 1.8m and the process goes on.\nEach of the five pumps is capable of pumping out three cubic metres of water per second and with five pumps running simultsneously, a maximum of 15 cubic metres would be flushed out per second.\nThe mighty Rejang River forms the backdrop of the pump house here. With its unique landscape and the beauty of the river, it has become a tourist attraction of sorts.","domain":"hydraulic_engineering"}
{"url":"https://www.sptulsian.com/f/whats-buzzing/patel-engineering-spurts-on-new-orders","date":"2019-07-24T00:05:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195530246.91/warc/CC-MAIN-20190723235815-20190724021815-00546.warc.gz","language_score":0.9502330422401428,"token_count":248,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__182299765","lang":"en","text":"Patel Engineering rose almost 17.5% to Rs.51.35 and continues to remain firmly in the green. Its 52-week high is at Rs.96.05.\nThe stock price has jumped up after the company announced bagging two hydro projects Rs 1793.50 crore and a tunnel project worth Rs 618.21 crore.\nOne hydro project tunnel order is from Tamil Nadu, for construction of Kundah Pumped Storage Hydro Electric Project (500 MW) near Oooty, costing Rs. 668 crore, funded by Rural Electrification Corporation (REC).\nThe second hydro project of 900 MW is in Nepal and executed through a wholly owned subsidiary of Satluj Jalvidyut Nigam. The Civil work is divided into two lots, the Company has been awarded LOT-2 where work includes construction of head race tunnel; underground power house, pressure shaft, surge shaft and other connected structures with contract value of Rs.1126 crore. This is one of the biggest FDI proposal for Nepal i.e. INR 5700 Cr.\nThe tunnel project is in Mumbai, for construction of tunnel from Amar Mahal to Trombay. This contract is valued at Rs.618 crore.","domain":"hydraulic_engineering"}
{"url":"https://stoeberlab.mech.ubc.ca/research/pumpmonitir/","date":"2024-04-22T05:52:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818081.81/warc/CC-MAIN-20240422051258-20240422081258-00658.warc.gz","language_score":0.9566042423248291,"token_count":197,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__198871094","lang":"en","text":"The goal of this project is to develop a complete pump performance monitoring system that includes anadvanced sensor package and software analysis tool to continually monitor the pump efficiency and structural wear by accurately measuring temperature, pressure, pump vibration and impeller wear simultaneously. We are currently working on the development of a system that is capable of measuring wear on the impellers based on the clearance between the impeller blades, the wear plate and the pump housing. Our design does not require any modifications to the interior of the pump and therefore it is easy to implement. The sensor package will be inexpensive to produce and easily installed on existing industrial pumps. The impeller wear sensor would have to be installed and calibrated during retrofit.\nAccurate measurement of impeller wear during operation would provide accurate determination and prediction of impeller lifetime and replacement scheduling. Stand-alone instrumentation will be developed for the sensors to allow for continuous data logging. One or more prototype systems will be installed in the field for data collection.","domain":"hydraulic_engineering"}
{"url":"https://www.falmouthoutlook.com/latest-news/nws-crest-projected-level-continues-drop","date":"2020-12-02T02:24:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141686635.62/warc/CC-MAIN-20201202021743-20201202051743-00217.warc.gz","language_score":0.9629379510879517,"token_count":220,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__5321808","lang":"en","text":"The crest level for Licking River in Falmouth continues to move in a positive direction for the safety of Falmouth, Butler and Pendleton County residents.\nThe National Weather Service released the latest Flood Warning that dropped the crest level another foot to 40.5 feet at 2 a.m. on Thursday, May 21.\nThe Flood Warning continues for The Licking River at Falmouth * until Friday afternoon. * At 9 PM the stage was 33.3 feet. * Flood stage is 33 feet. * Minor flooding is occurring and moderate flooding is forecast. * The river will continue rising to near 40.5 feet by early Thursday morning. The river will fall below flood stage Friday morning. * At stages near 41.0 feet, properties along Water Street flood, as well as along Wagners Ferry Road and backwater flooding occurs along Shelby Street. Numerous streets in Falmouth are covered with water.\nEarlier on Tuesday, May 19 it was at 43 feet and rose to 44 feet. At 7 p.m., the NWS decreased the projected crest level to 41.7 feet.","domain":"hydraulic_engineering"}
{"url":"http://www.yuksel.net/index.php?option=com_content&view=article&id=694%3Acetin-cetin-ve-aa-cetin-barajlar-hidroelektrik-santrali-naat-hidromekanik-techizat-ve-santral-binas-yardmc-tesisat-leri&catid=78%3Abarajlar-ve-hes&Itemid=348&lang=en","date":"2015-11-27T09:57:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-48/segments/1448398448506.69/warc/CC-MAIN-20151124205408-00140-ip-10-71-132-137.ec2.internal.warc.gz","language_score":0.8961241245269775,"token_count":230,"dump":"CC-MAIN-2015-48","global_id":"webtext-fineweb__CC-MAIN-2015-48__0__177448815","lang":"en","text":"Project covers civil works including hydromechanical steelworks and auxiliary powerhouse systems of two dams namely Çetin and Lower Çetin to be positioned on the Botan Creek of Dicle River between Pervari and Şirvan of Siirt Province.\nÇetin is a asphalt core rockfill dam with 145m crest elevation from riverbed, 500m crest length and 8.5million cu.m of rockfill volume; while Lower Çetin is a concrete gravity dam with 45m crest elevation from riverbed, 100m crest length and 400,000 cu.m of concerete volume. The total installed capacity of Çetin Dam is 401MW with a power production of 1,100 GWh; while Lower Çetin Dam has 116 MW total capacity and power production of 300 GWh. The Project will be constructed by a joint venture with the leadership of Yüksel.\nClient Çetin Enerji A.Ş. (Statkraft / Norway)\nLocation Siirt / Turkey\nContract Date 16 September 2011\nCompletion Date In Progress","domain":"hydraulic_engineering"}
{"url":"http://meadegunnell.com/Project_Details.asp?id=107","date":"2019-02-22T14:13:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247518425.87/warc/CC-MAIN-20190222135147-20190222161147-00423.warc.gz","language_score":0.8623571991920471,"token_count":99,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__108477721","lang":"en","text":"Mayo River Dam Repair\nThe Mayo River Dam is located in the Mayo River State Park in Rockingham County, North Carolina. The proposed design approach is to provide a topographic survey of existing conditions, provide a dam repair evaluation, develop an Emergency Action Plan and determine design criteria based on Hazard Classification.\nExisting Upper Pond Valve\nExisting Upper Pond Concrete Spillway\nExisting Lower Pond Riser & Valve\nExisting Lower Pond Lake Bottom\nExisting Lower Pond Dam","domain":"hydraulic_engineering"}
{"url":"https://erp.vackerglobal.com/shop/product/cone-differential-pressure-flow-meter-7419","date":"2022-09-28T00:01:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335059.31/warc/CC-MAIN-20220927225413-20220928015413-00547.warc.gz","language_score":0.8919810652732849,"token_count":620,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__210572234","lang":"en","text":"Cone Differential Pressure Flow Meter\nCone Differential Pressure Flow Meter model no [VAC- Cone- Differential- Pressure Flow- Meter]\nSize 1/2 to 24 in.\nAccuracy ±0.5 %\nThe Cone meter produces a pressure differential across a pair of pressure measurement ports. The movement of fluid around the cone-shaped element creates a pressure differential between an upstream and a downstream pressure port. It is then processed by a differential pressure transmitter to provide the flow rate. The conical shape of the element also causes the flow meter to act as a flow straightener, preconditioning the flow and makes the Cone meter a versatile measuring instrument for many applications. Badger Meter takes pride in designing an optimized differential pressure metering solution for your system. The Preso Cone meter creates a differential pressure that is proportional to the rate of fluid flow. A transmitter measures the differential pressure and outputs an integrated electronic signal via Modbus or a 4 to 20 mA output, to a flow computer or other process controller for interpretation and readout. For compressible fluids, line pressure and temperature measurements are required for accurate flow rate calculations as well as compensation for the adiabatic change in the expansion factor. As fluid flows through the pipe flows around the cone, a pressure drop occurs. The static line pressure (P1) is measured via a wall tap located just upstream of the cone. The pressure is also measured via a sensing tap that is connected to the cone and measures pressure at a point immediately downstream of the cone (P2). The fluid flow rate is calculated from the difference between the two pressures using variations of the Bernoulli flow principles and equations.\nApplications of Cone Differential Pressure Flow Meter model no [VAC- Cone- Differential- Pressure Flow- Meter]\nIt can be used in a process or industrial\nIt can be used in petrochemical\nIt can be used in chemical metering\nFeatures of Cone Differential Pressure Flow Meter model no [VAC- Cone- Differential- Pressure Flow- Meter]\nIt has enhanced accuracy and repeatability\nIt can be used in a wide variety of fluids\nIt has no moving parts\nIt has a wide flow range\nIt has a low head loss\nSpecifications of Cone Differential Pressure Flow Meter model no [VAC- Cone- Differential- Pressure Flow- Meter]\nIts size is 1/2 to 24 in.\nIts accuracy is ±0.5 %\nWe supply Cone Differential Pressure Flow Meter that can be used in various industries and applications in the United Arab Emirates. Contact us for this Cone Differential Pressure Flow Meter in Dubai, Abu Dhabi, Sharjah, RAK, UAQ, Ajman & Fujairah too.\nOnce the user has seen at least one product this snippet will be visible.\nRecently viewed Products\nTo install this Web App in your iPhone/iPad press and then Add to Home Screen.","domain":"hydraulic_engineering"}
{"url":"https://www.musolametalli.it/en/news/latest-news/musola-metalli-involved-in-the-construction-of-the-biggest-african-dam","date":"2024-03-03T06:48:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476205.65/warc/CC-MAIN-20240303043351-20240303073351-00162.warc.gz","language_score":0.9380484819412231,"token_count":260,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__74461160","lang":"en","text":"We are glad to announce that we will supply our materials for the construction of the Grand Ethiopian Renaissance Dam 5250MW.\nThe Grand Ethiopian Renaissance Dam, previously known as the Millennium Dam as sometimes referred as the Hidase Dam, is a gravity dam under construction on the Blue Nile River, about 40 km east from Sudan, in the Ethiopian region of Benishangul-Gumuz.\nThe construction began on April 2nd, 2011 and should take 44 months. With an allocation of $ 4.8 billion, the Ethiopian Electric Power Corporation (EEPCo) launched the project and, in the end, this dam will be the biggest in Africa, with an installed power of 5250 MW and an expected production of 15.000 Gwh/year.\nMore precisely, there will one the main dam with two power plants at its feet. These power plants are on the left and right side of the river and are made of Francis turbines, with an overall production capacity of 5250 MW.\nWe supplied metals and plastic materials.\nOne of the main advantages of the dam will the production of hydroelectric energy, which will be sold in Europe and adjacent countries, Sudan and (maybe) Egypt included.\nGRAND ETHIOPIAN RENAISSANCE DAM – LINK","domain":"hydraulic_engineering"}
{"url":"https://ewac.cz/en/services/technological-devices/dosing-pumps","date":"2023-12-11T12:11:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679511159.96/warc/CC-MAIN-20231211112008-20231211142008-00442.warc.gz","language_score":0.9620351791381836,"token_count":116,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__26801700","lang":"en","text":"TIMMER pump is designed for pumping highly viscous coagulation and flocculation chemical products Power supply is performed by 3.6 V batteries which are stored in an external enclosure The pump may only be used for pumping the coagulation or flocculation agents. Using other media can be done only with the permission of the manufacture.\nThe pump is used for pumping liquid products such as defoamers. The pump is equipped with a special seal of Viton, which is chemically resistant to these chemicals. The pump is supplied including suction and discharge valves.","domain":"hydraulic_engineering"}
{"url":"https://civilconstructionresourcez.wordpress.com/2012/07/31/worlds-biggest-hydel-power-project-becomes-fully-operational/","date":"2018-06-23T23:13:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267865438.16/warc/CC-MAIN-20180623225824-20180624005824-00426.warc.gz","language_score":0.9415662884712219,"token_count":371,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__151425168","lang":"en","text":"Three Gorges Dam, the largest hydroelectric power project in the world in terms of installed capacity, goes fully on stream this month. The gravity dam, built across the Yangtze river in Yiling district of Hubei province in China, is also claimed to be the largest concrete structure ever built in the history of mankind. Incidentally, Yangtze river is the longest river in Asia and the third longest in the world.\nThe cost of the project that is owned by a subsidiary of China Three Gorges Corporation is said be around $25 billion.\nAlthough the concept of this giga-project was an old one and had been lingering for several decades, the actual construction work commenced only in late 1994. Since then, this monster hydropower project was being commissioned phasewise. With all of the scheduled 32 no. of 700MW capacity francis turbine generators, each weighing six kilotons, and 2 smaller ones of 50MW capacity each going fully operational this month, the project has finally achieved the planned installed capacity of 22.5 GW ( 32 x 700MW 2 x 50MW), rendering it the highest-installed-capacity hydel power project in planet earth leaving the 12.6 GW Itaipu hydroelectric project in Brazil way behind.\nNeedless to say that the vital statistics of the project have to be impressive and they indeed are. The gigantic gravity dam is around 2.3 km long, 185m tall, 40m wide at the crest and 115m at the base. The reservoir length is a-never-ending 600 km which is a tenth of the length of the river itself and the catchment area is a whopping one million sq. km. expanse. A peak flow of over 71000 cusec has been achieved into the dam’s reservoir.","domain":"hydraulic_engineering"}
{"url":"https://ocnjdaily.com/ocean-city-nj-beach-replenishment-2015-daily-update/","date":"2023-05-29T03:13:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224644574.15/warc/CC-MAIN-20230529010218-20230529040218-00059.warc.gz","language_score":0.957024097442627,"token_count":179,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__25014827","lang":"en","text":"An Army Corps of Engineers project to rebuild beaches and dunes between 37th Street and 59th Streets in Ocean City, NJ was completed in September 2015. A new beach replenishment project at the north end of Ocean City between Seaspray Road and 15th Street began on Nov. 2. Check back daily for updates.\nSaturday, Dec. 19\nPROGRESS: The north end beach replenishment project had reached 11th Street by Saturday afternoon. Work is proceeding around the clock.\nWHAT’S NEXT: The project is expected to end at 12th Street as early as Sunday (Dec. 20). The dredging project will pump 800,000 cubic yards of new sand to rebuild eroded beaches from the “terminal groin” (the first jetty at Seaspray Road) to the area around 12th Street. The project started on Nov. 2.","domain":"hydraulic_engineering"}
{"url":"http://www.emauxgroup.com/vmchk/183-Commercial-Butterfly-Valve/191-5-Way-Butterfly-Valve/flypage_infinity-tpl.html","date":"2017-04-29T21:28:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917123590.89/warc/CC-MAIN-20170423031203-00183-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.7624106407165527,"token_count":89,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__136913919","lang":"en","text":"5 Way Butterfly Valve\nNBV series butterfly valve system is made with anti-corrosive material and applies with flange design which enable easy installation and disassembly. Suitable for commercial heavy duty usage.\n- Maximum Working Pressure 250kPa/36psi/2.5bar\n- Factory Testing Pressure 400kPa/58psi/4.0bar\n- Maximum Water Temperature 43°C (109°F)","domain":"hydraulic_engineering"}
{"url":"http://www.muterconstruction.com/projects/city-durham-river-dam-erosion-repair/","date":"2020-04-08T21:00:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585371824409.86/warc/CC-MAIN-20200408202012-20200408232512-00171.warc.gz","language_score":0.9006471633911133,"token_count":138,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__2891561","lang":"en","text":"City of Durham Little River Dam Erosion Repair\nLittle River Dam is a 95-foot-high zoned earthfill embankment located on the Little River about 11.5 miles upstream of Falls Lake. The project consist of demolishing the undermined portion of the existing concrete drainage channel, constructing a\nnew concrete channel in the footprint of the demolished existing concrete channel,\nabandonment of the existing piezometer (P-20), installation of a new piezometer, infill\nthe cracks in the existing grouted riprap, and encasing the exposed rock anchor in concrete. We are excited to work with the City of Durham which highly encourages HUB participation.","domain":"hydraulic_engineering"}
{"url":"https://babjivalvesandfittings.com/product/cast-iron-non-return-reflux-valve/","date":"2024-04-13T00:36:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816465.91/warc/CC-MAIN-20240412225756-20240413015756-00264.warc.gz","language_score":0.9327845573425293,"token_count":131,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__157003829","lang":"en","text":"Non-Return (Swing Check Type Reflux) Valves have been designed to meet the international standard requirements of valve industries.\n‘DEEPAK’ cast iron swing check type reflux valve is mostly used to restrict the flow of fluids at different temperatures in one direction. These valves are self operative by pressure only. They can be fitted vertically as well as horizontally and used on water mains. Manufactured as per standard IS: 5312.\nNon-return valves can provided with bye pass arrangement on demand.\nSize Range: 50mm to 300mmType: Rubber seated/ Metal seated (Optional)","domain":"hydraulic_engineering"}
{"url":"https://fireflyafrica.co.za/bulk-river-valley/","date":"2022-06-27T21:41:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103341778.23/warc/CC-MAIN-20220627195131-20220627225131-00033.warc.gz","language_score":0.9142749309539795,"token_count":111,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__28666935","lang":"en","text":"In yesterday’s post I wrote about the Bulk River and Sand River that flows into the Elands River west of Port Elizabeth. The Sand River Dam is fairly close to the Elands River Road while the Bulk River Dam can just be glimpsed from the road. In the picture is the Bulk River with the dam barely visible higher up the valley.\n- Post author:fitravel\n- Post published:October 17, 2012\n- Post category:Uncategorized\n- Post comments:3 Comments\n- Reading time:1 mins read","domain":"hydraulic_engineering"}
{"url":"https://iewconstructiongroup.com/project/njdot-green-street-interchange/","date":"2023-12-11T08:27:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679103810.88/warc/CC-MAIN-20231211080606-20231211110606-00092.warc.gz","language_score":0.9005653858184814,"token_count":124,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__32071240","lang":"en","text":"NJDOT Green Street Interchange\nNJDOT’s Route 9 Green Street Interchange project provides some much needed improvements to the area. The project will provide a direct roadway connector between two sections of Green Street, and will be constructed in the median of Rt. 9. This connector roadway requires the replacement and extension of two structures over Rt. 9. The project addresses flooding problems by extensive work to the entire drainage system scheme, including new inlets, larger pipes, and detention basins. The project also includes technological traffic upgrades to improve traffic flow through the corridor.\nNew Jersey Department of Transportation","domain":"hydraulic_engineering"}
{"url":"https://vacuumpumps.ir/condensate-centrifugal-pump-what-is-an-extraction-pump/","date":"2020-05-30T23:21:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590347410535.45/warc/CC-MAIN-20200530231809-20200531021809-00240.warc.gz","language_score":0.9240347146987915,"token_count":614,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__176843133","lang":"en","text":"Condensate Centrifugal Pump What is an Extraction Pump?\nAn extraction pump is an important part of a feed water system.Generally, fitted in between the condenser and de-aerator, the extraction pump works as an excellent tool for generating the requisite pressure, to deliver the feed water from a condenser under vacuum to de-aerator or a feed pump inlet.\nExtraction pump is usually a vertical shaft, two stage, centrifugal pump, which is used in applications involving high pressure and high volume. Centrifugal pumps are of the type, which due to their high capacity, require a specific minimum suction head to operate.\nAlmost all the feed systems having an extraction pump, use a condensate level controller system, which is attached to the condenser and perform two main functions:\n- To maintain the amount of condensate in the condenser\n- To provide the sufficient suction head to the extraction pump\nConstruction & Working\nA centrifugal pump, consists of three main parts – impeller, diffuser and volute casing.\nA two stage centrifugal pump consists of two impellers arranged as shown in the figure. The high temperature water, which is almost boiling due to the low vacuum condition, enters the first stage impeller from the suction line. The high temperature water receives slight positive pressure from the first stage impeller and it then passes through the second stage impeller. In the second stage impeller, water gets more pressurized, almost equal to the required system pressure. The pressurized water then passes through the diffuser, where the strategically arranged vanes pushes the water towards the volute casing at an even higher pressure. The volute casing removes the water through the water outlet at the appropriate system pressure.\nThe feed systems in which the condenser sump level is of a fluctuating type or where there are chances of the pump running dry, a self-regulating type of extraction pump is used. A self-regulating type of extraction pump aligns its required suction head according to the condensate level in the condenser. But this type of extraction pump often faces the problem of cavitation, which occurs when the suction head falls to a very low level. Cavitation is a phenomena in which the vapour bubbles inside the pump collapse, resulting in the reduction of pump discharge rate to almost zero. The cavitation will only go when the pump suction head again increases, which will help in getting rid of the vapour bubbles trapped inside the pump. Once the suction head increases, the pump begins to discharge again.\nCavitation can also lead to the damage of the internal parts of the pump, but this occurs at high pressure. At low pressure conditions, the pump would not be affected. The biggest damage due to cavitation occurs to the impeller of the pump.Nowadays the impellers are designed in such a way that the air bubbles, even if gets produced, collapse away from the impeller.","domain":"hydraulic_engineering"}
{"url":"http://miron-construction.com/news_releases/miron-construction-makes-additions-to-coralville-water-treatment-plant-to-increase-water-production/","date":"2018-01-23T11:51:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-05/segments/1516084891926.62/warc/CC-MAIN-20180123111826-20180123131826-00503.warc.gz","language_score":0.9606690406799316,"token_count":121,"dump":"CC-MAIN-2018-05","global_id":"webtext-fineweb__CC-MAIN-2018-05__0__138500988","lang":"en","text":"Miron Construction makes additions to Coralville Water Treatment Plant to increase water productionApril 25, 2017\nMiron’s work on the project, which is expected to be completed in October 2018, will include the construction of a new filter gallery building, a new chlorine building, upgrades to the existing booster station, and rehabilitation of existing ground storage tanks.\nThe project, contracted through the City of Coralville, also includes ongoing maintenance items, as well as new process equipment and piping to increase water production at the plant.\nThis entry was posted in Construction, Industrial. Bookmark the permalink.","domain":"hydraulic_engineering"}
{"url":"https://www.camilleandconfettis.com/cat-water-fountain-pump-apply-to-kactoily-pq-t-001-b09vntjcj1-outdoor-decor.html","date":"2023-03-23T08:06:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296945030.59/warc/CC-MAIN-20230323065609-20230323095609-00009.warc.gz","language_score":0.6554317474365234,"token_count":147,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__5736749","lang":"en","text":"Your shopping cart is empty!\nBeckett Corporation Soil Water and Fire Fountain with Pump Multicolor B013YNZNLU 45% Polyresin, 50%..\nN A Mercury Solar Water Garden Miniature Solar Floating Fountain Sprinkler Water Fountain Outdoor So..\nLAWOHO Solar Fountain Pump 1.5W Upgraded Submersible Solar Water Fountain Panel Kit for Bird Bath,Sm..\nWaterRebirth HSUP5000F Submersible Water Pump With Fountain Jets Pond Pump Submersible Pump Water Fo..","domain":"hydraulic_engineering"}
{"url":"http://www.nealpeart.net/product/industrial-and-mining-series/dg-series-boiler-feed-water-pump.html","date":"2023-03-30T18:39:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296949355.52/warc/CC-MAIN-20230330163823-20230330193823-00295.warc.gz","language_score":0.9345965385437012,"token_count":250,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__19820732","lang":"en","text":"DG type horizontal multi-stage boiler feed pump adopts the hydraulic model of high-efficiency and energy-saving products recommended by the state. It has the advantages of high efficiency, wide performance range, safe and stable operation, low noise, long life, convenient installation and maintenance, etc. It is suitable for medium and low pressure boiler feed water, high-lift water delivery in factories and cities. For conveying clean water or liquids with physical and chemical properties similar to clean water, the temperature of the conveying medium is -20℃～105℃, and the inlet pressure of the pump shall not exceed 0.59MPa (6kgf/cm2). The inlet and outlet of the pump are both vertically upwards, and the shaft seals include mechanical seals and packing seals. When the pump is sealed with packing, the position of the packing ring should be correct, the tightness of the packing must be appropriate, and it is advisable that the liquid can seep drop by drop. The rolling bearing is lubricated with grease, the sliding bearing is lubricated with thin oil, and the oil ring is used for self-lubrication, and the circulating water is used for cooling.","domain":"hydraulic_engineering"}
{"url":"https://mountainviews.mailcommunity.com.au/news/2019-01-11/dam-works-will-close-park/","date":"2020-02-25T18:14:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875146127.10/warc/CC-MAIN-20200225172036-20200225202036-00448.warc.gz","language_score":0.9426053762435913,"token_count":460,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__21723164","lang":"en","text":"Melbourne Water will soon upgrade the Upper Yarra Reservoir dam.\nIt said the project was an important initiative for residents of Warburton, Reefton, McMahons Creek and the Melbourne metropolitan area, as it would ensure the dam wall’s continued integrity and stability.\nMelbourne Water said the reservoir could then continue to supply drinking water for Melburnians.\nThe dam is about 5 kilometres east of Reefton, is an important link between the Thomson Reservoir and the water supply network, and was built in 1957.\n“Melbourne Water regularly reviews the risk associated with its water supply dams,” a statement said.\n“Understanding the risk allows us to prioritise maintenance and upgrade works as necessary.\n“We apply the best Australian and international engineering practices in the design, management and operation of dams.\n“This upgrade is an important project to ensure Upper Yarra Dam continues to operate at its best.\n“This dam safety upgrade will apply current engineering practice, to provide for the safe ongoing operation of the dam.”\nMinor works are due to start in March and full construction works will start from June.\nMelbourne Water expects the works to be completed over two summer phases, by mid-2021.\n“The project will install a sand filter on the downstream side of the embankment crest for its full length,” the statement said.\n“This acts to protect the clay core of the embankment from erosion, and will also allow any seepage through the embankment to be monitored.”\nThe upgrade will involve excavating a trench along the crest of the wall; backfilling the trench with a new sand filter; fencing off and closure of the works area.\nThe project will close the Upper Yarra Reservoir Park from June until mid-2021, bring heavy vehicle truck movements along the Warburton Highway, and include improvements to the amenities within the campground.\n“Some vegetation removal will be required to complete the works,” the statement said.\n“Vegetation removal will be undertaken with the supervision of a qualified arborist and wildlife handler and in accordance with statutory requirements.”","domain":"hydraulic_engineering"}
{"url":"https://italy.gcegroup.com/products/lf-301-series-low-flow-pressure-regulator","date":"2020-03-29T05:14:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370493818.32/warc/CC-MAIN-20200329045008-20200329075008-00005.warc.gz","language_score":0.7121020555496216,"token_count":98,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__203921318","lang":"en","text":"LF-301 SERIES - LOW FLOW PRESSURE REGULATORCodice gruppo: 4800\nThe LF-301 provides a compact and economical solution for controlling pressures up to 180 bar on low flow applications.\nIdeal for first stage pressure let down where basic pressure control is required.\nA small piston sensing element allows low torque adjustment with a range of springs with fine pressure adjustment.\n- Compact design\n- 316SS Bonnet\n- Max 300 bar inlet","domain":"hydraulic_engineering"}
{"url":"http://chisanghydro.com/","date":"2018-01-24T11:39:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-05/segments/1516084894125.99/warc/CC-MAIN-20180124105939-20180124125939-00262.warc.gz","language_score":0.9165488481521606,"token_count":162,"dump":"CC-MAIN-2018-05","global_id":"webtext-fineweb__CC-MAIN-2018-05__0__95110192","lang":"en","text":"Chisang Khola A Small Hydropower Project\n98511 44152 email@example.com\nThere is acute power shortage in all regions of NEpal. The construction of power plants in any region shall reduce the transmission losses and provide reliable energy in the region. In this context the construction of Chisang Khola A Small Hydropower Project will add power in the central region of NEpal. Letans is the growing market in the hilly region of Morang district as well as main connecting town for the proposed project. So, there will be increased demand of energy in coming years.\nWith the construction of this project it will help to supply reliable power to the system in that area of eastern region, which will help for industrial development in the region.","domain":"hydraulic_engineering"}
{"url":"https://entrustsol.com/project-items/challenging-pipeline-expansion-project-completed-successfully/","date":"2023-09-24T02:45:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506559.11/warc/CC-MAIN-20230924023050-20230924053050-00204.warc.gz","language_score":0.9049412608146667,"token_count":407,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__24086945","lang":"en","text":"The expansion project required both upgrading older, existing infrastructure and grassroots facilities to meet the new flow rate and design conditions. All of the work had to be completed without impacting current operations, while moving substantially higher volumes through an existing pipeline system under the limitations of the operating pressures.\nThe project included engineering design, construction support, and procurement for the following facilities:\n- Grassroots terminal including one 150 kbl and one 250 kbl tank, six truck unloading ACT units and manifold system, and interconnection to an existing origin pump station and electrical controls.\n- Expansion of existing terminal with a new grassroots mainline pump station with two 5,500 hp VFD pumping units, DRA skid, surge protection, six truck unloading ACT units, one 150 kbl storage tank, 700 hp vertical can booster pump, custody transfer metering, new substation, and new electrical and control building.\n- Terminal expansion with new grassroots pump station with two 5,000 hp VFD pumping units, DRA skid, surge protection, new connection to central manifold connecting to the existing 16 tanks, 700 hp vertical can booster pump, repair of tank lines, custody transfer metering, new substation, and new power and control building.\n- Replacement of one mainline pump station with two 4,000 hp VFD pumping units associated piping, surge protection and facilities, DRA skid, electrical control building, and new substation.\n- Hydraulic modeling for the design modification of existing facilities and required grassroot facilities with the utilization of DRA to optimize the number of new pump stations.\n- Surge analysis to determine protection requirements for the pipeline, terminals and meter stations for the new flow conditions, and design of the new safety devices to protect the pipeline assets. The protection devices included relief valves in terminals, piping to operational tankage, and addition of relief valves and surge tanks at the meter stations.\nThe challenging expansion project, completed on time, increased capacity and met new demand requirements.","domain":"hydraulic_engineering"}
{"url":"http://ltwatershed.org/completed-projects/","date":"2023-03-21T21:00:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296943746.73/warc/CC-MAIN-20230321193811-20230321223811-00236.warc.gz","language_score":0.9607741832733154,"token_count":175,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__120725775","lang":"en","text":"At the close of 2017 LTWC had completed 3 flood restoration projects along the Little Thompson River: North 83rd St. in Boulder County, and River Way and Silo in Larimer County. (Information on the 2 projects completed in 2018 can be found on the drop-down menu above.) Check out the stories about each of our 2017 projects below.\nNorth 83rd St. – Funded through the NRCS, CWCB & DOLA for a total project cost of $857,478, including project design and construction oversight, was completed in July, 2017.\nRiver Way – Funded through CWCB & DOLA for a total project cost of $362,248 was completed in June, 2017.\nSilo – Funded solely by DOLA for a total project cost of $45,500 was completed in May, 2017","domain":"hydraulic_engineering"}
{"url":"https://bhairawa.com/2023/09/19/new-hydropower-projects-500-mw-html/","date":"2023-11-29T02:56:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100047.66/warc/CC-MAIN-20231129010302-20231129040302-00761.warc.gz","language_score":0.946792721748352,"token_count":574,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__187132056","lang":"en","text":"Kathmandu, September 19\nDuring the past year, 20 hydropower projects larger than 1 MW have started commercial production. According to the data of the Department of Electricity Development, the total capacity of these projects connected to the national transmission in the fiscal year 2022/23 is 466 MW.\nAccording to the director general of the department, Chiranjeewee Chataut, the department also honoured the promoters of these companies this year.\nThe largest hydropower project completed in the last fiscal year is the 86 MW Solu Khola (Dudh Koshi) project. This project built by Sahas Urja Limited is in Solukhumbu district. Similarly, the 54 MW Super Dordi ‘B’ Hydropower Project in Lamjung district was also completed in the last fiscal year.\nThe 44 MW Super Madi project in Kaski district and the 38.46 MW Upper Kalanga Gad Hydroelectric Project in Bajhang were also completed in the same year. The 36 MW Upper Balephi and 28.1 MW Lower Likhu Hydropower Projects were also completed in the last fiscal year.\nThe Dordi Khola Hydropower Project of 27 MW capacity and the Upper Dordi ‘A’ of 25 MW capacity were also completed last year. Similarly, the 19.8 MW Upper Solu Khola and 18 MW Madhya Modi projects also started commercial production in the last fiscal year.\nDordi-1 with a capacity of 12 MW and Chepe Khola with a capacity of 8.63 MW also started commercial production in the same year. Similarly, the production of 4.96 MW Puwa 2, and 9.5 MW Mid Solu Khola has also started this year.\nThis year, 15.33 MW Kalanga Gad, 4.55 MW Upper Machha Khola, 4.72 MW Upper Piluwa Khola, 10 MW Makri Gad, 5 MW Rukum Gad and 14.9 MW Maya Khola hydropower projects have started commercial production.\nCurrently, 141 projects across the country are producing hydropower commercially, according to the department.\nIn the country, the total capacity of hydropower projects alone is 2,551 megawatts. By incorporating solar, cogeneration, alternative energy promotion centres, and less than 1-megawatt capacity diesel plants, the total power generation capacity has now reached 2,784 megawatts.\nThe department anticipates that in the ongoing fiscal year, the construction of hydropower projects of around 900 MW in capacity will be completed.\nThe post 20 new hydropower projects add 500 MW to electricity production in a year appeared first on OnlineKhabar English News.","domain":"hydraulic_engineering"}
{"url":"https://www.rcrtom.com.au/latest-projects/picton-water-treatment-plant-upgrade/","date":"2022-01-27T17:16:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320305277.88/warc/CC-MAIN-20220127163150-20220127193150-00509.warc.gz","language_score":0.9252569079399109,"token_count":105,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__138504203","lang":"en","text":"RCR completed a major upgrade that includes construction of a new inlet works, biological process tanks and associated infrastructure.\nRCR's scope covered upgrade of the Water Reclamation Plant including design, construction and commissioning of the following:\nUpgrade of IDALs to improve aeration capacity and efficiency including replacement of surface aerators\n- 50% increase in tertiary filtration capacity\n- Construction of a new chemical dosing facility\n- Construction of a new effluent pumping station\n- Construction of new irrigation area","domain":"hydraulic_engineering"}
{"url":"https://rvanderson.com/services/peterborough-wastewater-treatment-plant-upgrades/","date":"2019-10-15T19:11:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986660231.30/warc/CC-MAIN-20191015182235-20191015205735-00023.warc.gz","language_score":0.945336639881134,"token_count":204,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__134838102","lang":"en","text":"RVA was retained to provide design and construction review services for the Phase 3 Upgrades at the Peterborough WWTP. The project included construction of a new aerated grit tank with a pump room (including a grit pump and piping); new grit and channel aeration tank blowers, complete with associated piping, electrical works and controls; and new primary clarifiers #5 to 8, including pipe galleries.\nAdditional work included construction of a new effluent water pump house; new biosolids dewatering and chemical facility; new second 900 mm diameter concrete pressure pipe raw sewage forcemain; and a new septage receiving station, complete with holding tank and associated bar screen, pump and piping. The project also involved construction of various sewage conveyance channels, bypass channels, and overflow channels, as well as new electrical and instrumentation and control equipment, and associated SCADA system upgrades.\nThe page you requested could not be found. Try refining your search, or use the navigation above to locate the post.","domain":"hydraulic_engineering"}
{"url":"https://www.igh.hr/prezentacija-i-prihvacenje-projekta-sanacija-brane-mandak-u-bih/","date":"2024-04-20T10:27:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817576.41/warc/CC-MAIN-20240420091126-20240420121126-00125.warc.gz","language_score":0.9437173008918762,"token_count":290,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__167059455","lang":"en","text":"The presentation of the project \"Rehabilitation of the concrete dam Mandak on Lake Mandak,\" near Lake Buško Blato in Livno, BIH, took place last week.\nOur collegues Krunoslav Mavar & Mia Raič from IGH regional centre Zagreb, with the presence of Tomislav Marić, presented and defended the rehabilitation project to representatives of the Investor HEP-Proizvodnja from Split, Croatia and Crpne stanice Buško Blato .\nThe Concrete dam Mandak is classified as a medium-sized dam, which was built in 1967, in the bed of the river of the same name. The dam consists of nine concrete blocks, with a reinforced concrete bridge above the spillway fields. The height of the concrete dam is 31.30 m, while the length of the dam is 99.69 m.\nThe conclusion of the project review is that the project is well-designed and accepted. With some adopted remarks, it will serve as a quality basis for carrying out rehabilitation works that will contribute to improving the mechanical resistance and stability, and prolonging the lifespan of the structure. Rehabilitation works on the dam are planned to be carried out in the forthcoming period, thereby reducing future losses, increasing the functionality of the installed equipment, facilitating traffic across the dam, as well as enhancing the aesthetic appearance of the hydro-technical structure.","domain":"hydraulic_engineering"}
{"url":"https://blog.o2n.org.au/10-2-million-for-the-bogan-shire-0","date":"2023-09-21T14:57:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506028.36/warc/CC-MAIN-20230921141907-20230921171907-00780.warc.gz","language_score":0.9238491654396057,"token_count":230,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__254633902","lang":"en","text":"The Bogan Shire Council has received $10.2 million to improve water infrastructure in the shire.\nThe funding from the NSW government is expected to further improve the shire's water infrastructure, including the construction of a second storage dam to almost double the current water holding capacity.\nIncluded in the funding is $8.2 million for the construction of a second water storage at Nyngan expected to hold over 500ML, with construction planned to start in the second half of this year.\nIt will complement the existing storage which is currently holding 500ML of emergency water supply for Nyngan and Cobar, to be used if water is no longer available from Lake Burrendong.\nThe funding also includes:\n$750,000 to replace the Belaringar Creek Syphon on the Albert Priest channel\n$950,000 to survey and repair leaks in the Albert Priest channel bed\n$20,000 for the installation of a temporary weir south of the main Nyngan water supply weir\n$250,000 to investigate potential bore sites east of Nyngan to supplement the town's water supply","domain":"hydraulic_engineering"}
{"url":"https://www.theasset.com/article/41474/afd-signs-55-8-million-euro-loan-deal-for-uzbekistan-hydropower-sector","date":"2021-06-22T10:02:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623488517048.78/warc/CC-MAIN-20210622093910-20210622123910-00281.warc.gz","language_score":0.9185937643051147,"token_count":252,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__149614357","lang":"en","text":"The French Development Agency (Agence Française de Développement - AFD) has signed a 55.8 million euro (US$66.9 million) loan agreement to support the construction of small hydroelectric power plants in Uzbekistan's Andijan region, and the modernization of the Charvak hydroelectric power station in the Tashkent region.\nAccording to the Ministry of Energy, 46.5 million euros will be used for the construction of the Paytak small hydroelectric power station in the Andijan region, as well as small hydroelectric power plants 1A and 2A of the South Fergana canal. The total cost of the projects is 52.5 million euros. The new hydroelectric power plants are expected to be operational in 2023. Another 9.3 million euros will be used for a project to improve the safety of the Charvak HPP. Total project cost is 33.95 million euros. The loans have a 20-year tenor.\nAFD was authorized to operate in Uzbekistan back in 2011, under a mandate for green and inclusive growth. It opened a regional office in Tashkent in 2015 and launched its first project in the country in 2016.","domain":"hydraulic_engineering"}
{"url":"http://danielvalle.com/newsItem.aspx?id=41","date":"2022-07-05T15:34:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104585887.84/warc/CC-MAIN-20220705144321-20220705174321-00560.warc.gz","language_score":0.8958131074905396,"token_count":119,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__74696256","lang":"en","text":"'Daerim-3 Reservoir Sports Complex' design competition 2nd PRIZE\nJuly 5, 2021\nDaniel Valle Architects awarded the 2nd PRIZE in the design competition for the construction of a Sports Complex in the Daerim-3 Reservoir.\nThe new sport facilities are planned to be built above a platform in order to separate the building from the flooding level.\nLocation: Yeongdeungpo-gu, Seoul\nSize: 4,300m2, 4stories(excluding the flooding level)\nEstimated construction cost: 15,491 million KRW","domain":"hydraulic_engineering"}
{"url":"http://pestech.com.kh/portfolio/murum-junction-27533kv-substation-sarawak-malaysia/","date":"2023-12-07T23:22:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100705.19/warc/CC-MAIN-20231207221604-20231208011604-00257.warc.gz","language_score":0.9639901518821716,"token_count":142,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__217746615","lang":"en","text":"PESTECH had been awarded with project to design, supply, delivery, erection and commissioning the Murum Junction substation in Sarawak, Malaysia.\nThe substation is connecting to one of the major hydropower project in Sarawak – Murum Dam. The RM3.5bil Murum dam, owned by utility firm Sarawak Energy Bhd is located in the upper reaches of the Rajang River in central Sarawak. The dam project will generate total energy output up to 944 MW by the end of 2013.\nTogether with joint venture partner, this project was carried out with High Line Engineering Sdn Bhd, and project was completed in early September 2014.","domain":"hydraulic_engineering"}
{"url":"http://www.arifassociates.com/portfolio/aimv/","date":"2023-06-02T17:46:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224648850.88/warc/CC-MAIN-20230602172755-20230602202755-00038.warc.gz","language_score":0.9617950320243835,"token_count":85,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__217644628","lang":"en","text":"Allama Iqbal Model Village was constructed in Muzaffargarh near Multan, Pakistan. The project was funded by Kimse Yokmu for the flood effecties in Pakistan. The project comprises of 300 housing units, school, commercial Market, Masjid, Sunday Bazaar and Play areas. The total land area is over 250 Kanal. The project cost is 500 Million and was completed in 2013.","domain":"hydraulic_engineering"}
{"url":"https://www.advancedforest.com/products/accessories","date":"2021-10-22T06:16:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585460.87/warc/CC-MAIN-20211022052742-20211022082742-00587.warc.gz","language_score":0.7435901761054993,"token_count":108,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__233640984","lang":"en","text":"Hydraulic Coupling Upgrade\nExclusively Designed for CAT 299D2 XHP\nFeaturing Stucchi High Pressure Quick Couplers\n• Heat Causing Friction\n• Hydraulic Contamination\n• Unexpected Releases\n• Seal Failure\nPart # HMK-500 includes:\nHydraulic manifold kit less hydraulic quick couplers.\nPart # HMKQC-500 includes:\nComplete hydraulic manifold kit with Stucchi 7,800 psi cam lock style QC for both the machine and attachment.","domain":"hydraulic_engineering"}
{"url":"http://alligator.com.ge/index.php?action=projects&id=56&lang=2","date":"2023-02-05T01:04:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500158.5/warc/CC-MAIN-20230205000727-20230205030727-00856.warc.gz","language_score":0.8805075287818909,"token_count":96,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__269466849","lang":"en","text":"Contractor: Tav-Urban Georgia.\nCompleted works: in purpose of Tbilisi International Airport rehabilitation project implementing topo-geodesic works on airport territory.\nThe project was implemented in 2005.\nCompleted works: topo-geodesic works and making different scale topo plans for DAM construction on the river Paravani in Aspindza and Akhalkalaki regions.\nThe project was implemented in 2008.","domain":"hydraulic_engineering"}
{"url":"https://tserl45.weebly.com/hydrology-lab.html","date":"2021-11-30T03:16:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964358903.73/warc/CC-MAIN-20211130015517-20211130045517-00091.warc.gz","language_score":0.8143061399459839,"token_count":1248,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__183404162","lang":"en","text":"This Laboratory is basically catering the needs of Irrigation Department by carrying out the physical hydraulic model studies on spillways, Weirs, Head Regulators, protective works causeways, bridge, river training and control works, canals and related works and sump pump studies of thermal power stations etc. The model studies were carried out for hydraulic parameters like adequacy of vent way, efficiency of energy dissipation arrangements, measurement of pressure on spillway profile, verification of Coefficient of Discharge (Cd), Gate operation schedule, Optimal length of divide wall, Upstream and Downstream protection works etc.\nThis laboratory also undertake the computer based hydrology problems like computation of back water studies. In addition to the above, this laboratory is maintaining Hydro Meteorological Station where in the various Hydro Meteorological parameters like wind velocity and direction, sunshine hours, humidity, evaporation, daily temperature and rain fall data is being collected .\nThe hydrology laboratory contains an Indoor and Outdoor laboratory, Hydro meteorological station, and computer section.\nIn the indoor laboratory 2-Dimensional hydraulic models will be constructed and investigated in wind free conditions with limited space and limited discharges when highly sensitive data is essential. This laboratory is equipped with water circulating pumps, flumes, Tail channels, Notches etc. Water drawl facility is also available from Himayatsagar lake as and when required.\n2-Dimensional models and 3-Dimensional model will be taken up in outdoor laboratory when maximum space and discharge are needed. To supply water for the models a re-circulatory channel of length 250mts and width 3mts is equipped with flumes, notches, shutters, tail channels and pump room with following pumps are available.\n1. Electrical pump sets 30 H.P 3 Nos\n2. Diesel pump sets 48 H.P 1 No\n3. Electrical pump sets 20 H.P 1 No\n4. Electrical pump sets 10 H.P 3 Nos\n5. Electrical pump sets 7.5 H.P 2 Nos\nOther scientific equipments for measuring velocities, discharge, depth, pressure etc are also available in the laboratory.\nHYDRO METEOROLOGICAL STATION:\nHydro meteorological station is equipped with the following instruments for collection of hydro meteorological data.\nThe software for carrying out computer oriented Hydrology problems like back water computations have been developed by these laboratories. Back water computations will be done to know the area of submergence . Advanced computers are also installed in the laboratory for computations and analysis of experimental data. Advanced software is also installed for drawings, pictures etc required in the preparation of model reports.\nIMPORTANT WORKS DONE IN THE LABORATORY\nRecent Important works completed:\n1. Kaleshwaram Project- Sundilla Barrage(Parvathi Barrage)- 2D and 3D model studies\n2. Kaleshwaram Project- Annaram Barrage(Saraswati Barrage)- 2D and 3D model studies\n3. Mid Manair reservoir Project- 3D model studies\n4. Backwater computational studies of Polavaram project for PMF of 50,00000 cusecs\n5. Back Water Studies of Pranahita Chevella Lift Irrigation Scheme (Package -3).\n6. Back Water Studies Pulichintala Project.\nImportant works completed in the past:\n1. Polavaram Project- 3D model studies\n2. Nagarjuna sagar Dam- 2D and 3D model studies\n3. Prakasham Barrage- 2D and 3D model studies\n4. Srisailam Dam Model studies\n5. Lower Manair Dam- 2D and 3D model studies\n6. Thota Pallay Barrage- 3D model studies\nDignitaries visited TSERL:\n1) Dignitaries from CWPRS visited TSERL on Polavaram Project\n2) Kaleshwaram Project authorities visited this office\n3) Hussain sagar project authorities visited this office\nList of IS Codes :\n1. IS 14955- Guidelines for hydraulic model studies of barrage and weirs\n2. IS 6934- Hydraulic design of high ogee overflow spillways\n3. IS 3912- Specifications for sounding rods- Functional requirements\n4.IS 6512- criteria for Design of solid gravity dams\n5. IS 11130-1984 Criteria for structural design of barrages and weirs\n6. IS 11527-2013 Structural design of energy dissipators\n7. IS 11772-2009 Design of drainage arrangements of energy dissipaters and training walls of spillways\n8. IS 12720-2004 Criteria for structural design of spillway training walls and divide walls\n9.IS 12731-1989 Hydraulic Design of impact type energy dissipaters\n10. IS 13195-1991 Preliminary design, operation and maintainance of protection works downstream of\n11. IS 4997-1968 Criteria for design of hydraulic jump type stilling basin with horizontal end slope\n12. IS 6966-1973 Hydraulic design of barrage and weirs- Guidelines\n13. IS 1194-1960 Measurement of flow of water in open channels\n14. IS 1192-1993 Measurement of flow of water in open channels\n15. IS 7323-1994 Guidelines for operation of reservoirs\n16. IS3918-1966 Use of current meters for flow measurements\n17. IS 4073-1967 Specification of fish weights\n18. IS 1527- 1985 Criteria for structural design of energy dissipaters for spillways\n19. IS 9108-1979, Liquid flow measurements in open channels using thin plate weirs\n20. IS 9922- 1981, Guide lines for selection of method of measuring flow in open channels","domain":"hydraulic_engineering"}
{"url":"https://brandwin.in/product/solar-pump-frequency-inverter/","date":"2023-12-01T19:04:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100304.52/warc/CC-MAIN-20231201183432-20231201213432-00331.warc.gz","language_score":0.8650839328765869,"token_count":161,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__88326690","lang":"en","text":"Suitable for all kinds of pumps, including single phase 220 pumps.\nCompatible with all popular solar panels.\nSupport AC Input, could switch to grid power supply to make system works 24 hours.\nBuilt – in MPPT technology with up to 99% efficiency.\nWith water level detection function, automatically regulate the pump flow to prevent dry running, full water level etc.\nSelf-adaptation to the motors power rating.\nPlug-and-play system design, no need to set any parameter.\nWide range of Input voltage.\nNo need battery, suitable for all kinds of application.\nEasy installation and effortless maintenance.\nSoft start feature to prevent water hammer and increase system life.\nBuilt-in overvoltage, overload, under voltage and weak sunshine protection.","domain":"hydraulic_engineering"}
{"url":"http://www.u-s-history.com/pages/h2809.html","date":"2018-04-21T21:18:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-17/segments/1524125945448.38/warc/CC-MAIN-20180421203546-20180421223546-00495.warc.gz","language_score":0.9672086834907532,"token_count":213,"dump":"CC-MAIN-2018-17","global_id":"webtext-fineweb__CC-MAIN-2018-17__0__100501403","lang":"en","text":"Dworshak Dam began construction in 1966, and the main structure was completed in 1972. The generators came online in 1973. It is a hydroelectric gravity dam located in Clearwater County of Idaho. It was originally slated to be named \"Bruces Eddy,\" but the named was change to honor Senator Henry C. Dworshak.\nDworshak Dam is the highest straight-axis concrete dam in the Western Hemisphere, and the 22nd highest dam in the world. There are only two other dams in the United States that exceed it in height.\nThe Generating capacity is 400 Megawatts, with an overload capacity of 460 MW. The dam has two spillway gates. It is part of the Columbia River Basin system of dams.\nDworshak Reservoir is the body of water behind the dam. The lake stretches 53 miles upstream. The North Fork of the Clearwater River runs two miles downstream from the base of the dam, until it joins the South Fork of the Clearwater, which flows to the Snake River.","domain":"hydraulic_engineering"}
{"url":"https://www.angola.or.jp/2016/01/15/second-power-station-of-the-cambambe-dam-to-start-operations-in-june/","date":"2023-09-26T09:28:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510179.22/warc/CC-MAIN-20230926075508-20230926105508-00195.warc.gz","language_score":0.9108133912086487,"token_count":200,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__142696968","lang":"en","text":"At least 960 megawatts will be added to the country’s power network in June this year, with the launch of the second power station of the Cambambe Hydroelectric Dam in Cuanza Norte province. According to the Minister of Energy and Water, João Baptista Borges, the second Cambambe power station will generate the equivalent of twice the current capacity of the Capanda Dam, in Malanje province.\nRegarding the Laúca Hydroelectric Dam, currently under construction in the Cuanza Norte province, the minister said that it is expected that the first two turbines of the dam start operations in June 2017 and generate 267 megawatts. The last turbine will start operations in December the same year and generate 77 megawatts.\nAs for Soyo’s combined cycle power generation plant, a project designed to produce electricity from natural gas, it will start to generate electricity in 2017 with a total output of 750 megawatts.","domain":"hydraulic_engineering"}
{"url":"https://www.landbrugsinfo.dk/public/e/3/0/constructedwetlands","date":"2022-05-28T19:52:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652663019783.90/warc/CC-MAIN-20220528185151-20220528215151-00660.warc.gz","language_score":0.8944472670555115,"token_count":129,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__136012264","lang":"en","text":"A constructed wetland can clean drainage water of nitrogen and phosphorus. The drainage water passes through three basins, which constitutes a form of natural treatment plant, where microorganisms reduce the nitrogen concentration in the drainage water before it passes on to the aquatic environment.\nRequirement for minimum size of the constructed wetland is adjusted according to the size of the catchment area, a constructed wetland of 1 hectare will be able to clean drainage water from about 100 hectares.\nExample of project with focus on constructed wetlands: iDræn\nConstructed wetland with open basins, SEGES.","domain":"hydraulic_engineering"}
{"url":"http://africakilowatt.x10host.com/kgl/","date":"2018-11-16T08:07:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-47/segments/1542039742981.53/warc/CC-MAIN-20181116070420-20181116092420-00388.warc.gz","language_score":0.8805976510047913,"token_count":151,"dump":"CC-MAIN-2018-47","global_id":"webtext-fineweb__CC-MAIN-2018-47__0__208900646","lang":"en","text":"The Kafue Gorge Lower hydroelectric power station is being built on the Kafue River in the Chikankata district in Zambia. The project includes the construction of a 140m-high concrete-face rock fill dam.\na. Type of Technology: Hydroelectric\nb. Capacity: 750MW\nc. Commercial Operations Date: 2019\ni. The total cost of the project is estimated at $2bn, which includes engineering, procurement and construction costs of $1.58bn, financing costs of $43m, insurance cost of $100m, and capitalized interest of $312m.\nii. Exim Bank of China.\niii. Zambian government has allocated an initial investment of $186m for the project","domain":"hydraulic_engineering"}
{"url":"http://digitalkeralam.com/pages.php?page=1000127&parentfeature=&featureid=&widget=&pageNbr=2","date":"2018-12-17T05:19:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-51/segments/1544376828318.79/warc/CC-MAIN-20181217042727-20181217064727-00058.warc.gz","language_score":0.9158727526664734,"token_count":106,"dump":"CC-MAIN-2018-51","global_id":"webtext-fineweb__CC-MAIN-2018-51__0__150133023","lang":"en","text":"Chalakkudi, Thrissur KERALA\nPeringalkuthu Dam Tourist Place in Thrissur is a concrete dam built across the Chalakkudi River in Thrissur district, Kerala state of India. It also contains Peringalkuthu Hydro Electric Power Project of Kerala State Electricity Board who owns the dam. This is the first hydro electric power project to built on the Chalakkudi River. The dam is situated in deep forest and special permission is needed to visit the dam.","domain":"hydraulic_engineering"}
{"url":"https://www.osceola.org/agencies-departments/public-works/bvloutfall/","date":"2024-02-24T13:26:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474533.12/warc/CC-MAIN-20240224112548-20240224142548-00595.warc.gz","language_score":0.9124835133552551,"token_count":141,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__184702586","lang":"en","text":"The proposed BVL Outfall Project will maximize stormwater discharge and create a new positive outfall by constructing dual 8’ x 6’ box culverts and additional canal improvements further upstream to help move the water towards the new outfall. The dual 8’ x 6’ box culverts will convey water from a pond within Buenaventura Lakes to the east side of Simpson Road. A ditch will be constructed from the terminus of the box culverts to the lake. These improvements are anticipated to remove 142 homes from flooding during the modeled 100-year storm event. Design and permit submission is complete. The County is currently seeking federal grant funds for the construction of this project.","domain":"hydraulic_engineering"}
{"url":"http://www.pakimag.com/politics/dasu-hydro-power-project-free-transport-for-the-affected-peoples.html","date":"2019-02-17T00:38:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247481249.5/warc/CC-MAIN-20190216230700-20190217012700-00162.warc.gz","language_score":0.9348273277282715,"token_count":115,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__105290144","lang":"en","text":"Dasu Hydro Power Project – Free Transport for the affected Peoples\nPrime Minister Nawaz Sharif along with Water and Power Minister Khawaja Asif inaugurated the Dasu hydro power project on June 25, 2014. Now WAPDA has started free transport service for the peoples of the area. Chairman WAODA Left. General Muzammil Hussain (Retired) announced the facility in a visit of dated 20 February 2017.\nDasu Hydro Power Project will be 4320 MW. It will be two phases. Each phase will generate 2160 Mega Watts each.","domain":"hydraulic_engineering"}
{"url":"https://www.awsocean.com/2020/05/aws-join-arup-for-concrete-as-enabling-technology-create-project/","date":"2021-05-15T13:53:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-21/segments/1620243991370.50/warc/CC-MAIN-20210515131024-20210515161024-00387.warc.gz","language_score":0.9522359371185303,"token_count":153,"dump":"CC-MAIN-2021-21","global_id":"webtext-fineweb__CC-MAIN-2021-21__0__82321064","lang":"en","text":"AWS are delighted to have been invited by Ove Arup and Partners to join a Wave Energy Scotland project to investigate benefits of using concrete within the construction of wave energy converters. The project will produce a design for the Waveswing structure built in concrete and carry out an economic evaluation of the benefits. “AWS has always seen concrete as a possible material for construction of the silo of the Waveswing, with several potential advantages” said Simon Grey, AWS Chief Executive. “being involved with Arup on this project allows us access to world-class expertise in the design of concrete structures for offshore use. We are really excited about the possibilities”. The project is expected to run for 6 months, completing around the end of 2020.","domain":"hydraulic_engineering"}
{"url":"https://www.vmacs.net/products/hydraulic-direct-drive-ac-compressor-assembly-r-9976-3p","date":"2024-02-23T03:07:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474360.86/warc/CC-MAIN-20240223021632-20240223051632-00217.warc.gz","language_score":0.7962236404418945,"token_count":132,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__73383868","lang":"en","text":"The Red Dot R-9976 series of hydraulic direct drive compressors are ideal for applications where hydraulic power is available and it is not possible to drive the compressor with an engine belt. These units are available with a variety of hydraulic motor options to match the supply of the driving hydraulic circuit.\n- Part Number: R-9976-3P\n- Minimum Hydraulic Oil flow: 2 GPM\n- Maximum Hydraulic Oil flow: 6 GPM\n- Minimum Working Pressure: 2000 PSI\n- Maximum Working Pressure: 3625 PSI\nTHIS IS A REPLACEMENT R-9976-3P USED IN SOME OEM SYSTEMS","domain":"hydraulic_engineering"}
{"url":"http://invest-ustlab.ru/","date":"2019-08-24T18:29:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-35/segments/1566027321351.87/warc/CC-MAIN-20190824172818-20190824194818-00092.warc.gz","language_score":0.7863141298294067,"token_count":119,"dump":"CC-MAIN-2019-35","global_id":"webtext-fineweb__CC-MAIN-2019-35__0__116470333","lang":"en","text":"Investment portal of Krasnodar region\nHot line for investors\nNews and Events\nThe municipal formation Ust-Labinsk district of Krasnodar region provides an investment project in the social sector\nThe municipality offers the investors to finance a project on the construction of an ancient history museum in the city of Ust-Labinsk.\nUst-Labinsk district presents an investment project on the construction of water intake facilities\nThe municipality offers the entrepreneurs to finance the investment project on the construction of water intake facilities in the northern part of Ust-Labinsk.","domain":"hydraulic_engineering"}
{"url":"https://archive.damen.com/en/news/2016/04/damen_delivered_charlocks_dredge_pumps","date":"2023-02-08T08:03:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500719.31/warc/CC-MAIN-20230208060523-20230208090523-00361.warc.gz","language_score":0.9181683659553528,"token_count":502,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__172680303","lang":"en","text":"Innovative TSHD fitted out with Damen semi-axial dredge pumps\nThe state-of-the-art 3,200 m3 Trailing Suction Hopper Dredger (TSHD) Charlock has been equipped with two Damen dredge pumps. One highly innovative semi-axial dredge pump is fitted on the trailing pipe, the other dredge pump is mounted inboard. Both dredge pumps work in series, enabling a highly efficient dredging process.\nThe semi-axial dredge pump is a new addition to the wide Damen dredge pump range. As for all Damen dredge pumps, it has been designed for the harsh dredging environment with special focus on minimising wear and maximising efficiency. The semi-axial dredge pump installed on the Charlock, type OBP9080HA, has various advantages for the owner. Its weight is relatively limited, reducing the required hoisting capacities of the gantries and winches on board. Moreover, the limited cross section minimises the drag forces in the drag arm. Also, the required power is limited; the semi-axial pump is equipped with a 1,200 kW electric motor. Nonetheless, the semi-axial dredge pump delivers some 16,000 m3/h of mixture at 50% concentration and at an excellent efficiency of 85%.\nThe cast dredge pump wear parts have been designed in close cooperation with the foundry. All cast elements, including the 2-parted pump casing, have been dimensioned optimising the foundry process boosting the casting accuracy and reducing the risk on mis-casts. Hence, the quality of the cast parts is improved. The various wear parts can be cast in different materials depending on the material to be dredged.\nThe semi-axial dredge pump will work in series with the Damen inboard dredge pump, type BP8065MD. The low pressure semi-axial dredge pump delivers the dredged mixture with minimal head at the inboard dredge pump. This single-walled centrifugal dredge pump either delivers the mixture to the hopper during loading, but it can also pump ashore using the bow coupling unit or rainbow. The inboard BP8065MD dredge pump is driven by a 3,200 kW electric motor.\nDamen is pleased to have taken part in the design and delivery of a TSHD as innovative as the Charlock.","domain":"hydraulic_engineering"}
{"url":"https://www.businessinsider.com/china-hydropower-five-year-plan-2011-9","date":"2019-07-20T21:37:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195526670.1/warc/CC-MAIN-20190720194009-20190720220009-00052.warc.gz","language_score":0.9253911375999451,"token_count":329,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__83330836","lang":"en","text":"The 12th Five-Year Plan for Renewable Energy, which will be published soon, aims for eight 10-gigawatt hydropower bases by 2015, which surpasses market estimates for six, according to Industrial Info Resources:\nAs reported, more than 60 large-scale hydropower stations will kick off construction on the previously planned six 10-GW hydropower bases, namely along the Jinsha River, Yalong River, Dadu River, Lancang River, Nujiang River, the Yellow River, the Brahmaputra River and others.\nMore than 13 key hydropower stations, such as the Baihetan, Longpan and Wudongde hydropower projects will kick off construction on the Jinsha River; several key hydropower projects such as the Nuozadu, Dahuaqiao and Kagong projects will begin construction on the Lancang River. More than 40 key hydropower stations will be built on either river valleys.\nIt's expected that the newly commissioned capacity of hydropower during the Twelfth Five-Year Plan will reach about 87.5 GW. About 52 GW of installed capacity will begin operation in the six large-scale hydropower bases, while the remaining 35.5 GW will be in other areas. By the end of 2015, the total installed capacity of conventional hydropower in China will reach about 284 GW, accounting for about 71% of the total exploitable capacity.\nWhile China goes full steam ahead with hydro, it is rumored to be canceling its push to put 20 million electric cars on the road by 2020.","domain":"hydraulic_engineering"}
{"url":"https://civilsnotebook.com/kholongchhu-hydroelectric-project/","date":"2021-07-27T18:33:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046153474.19/warc/CC-MAIN-20210727170836-20210727200836-00548.warc.gz","language_score":0.9000364542007446,"token_count":191,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__146211808","lang":"en","text":"Context: Recently, India, Bhutan sign 600 MW Kholongchhu hydroelectric project agreement\nAbout Kholongchhu Hydroelectric Project\n- This river project is located on the lower course of the Kholongchhu River in Trashiyangtse District in Eastern Bhutan.\n- It is the first-ever joint venture project to be implemented in Bhutan.\n- The joint venture partners of the project are India’s Satluj Jal Vidyut Nigam Limited (SJVNL) and Bhutan’s Druk Green Power Corporation Limited (DGPC).\n- It is one of four additional projects agreed to in 2008, as a part of India’s commitment to helping Bhutan create a total 10,000 MW of installed capacity by 2020.\n- The project will be constructed as a 50:50 joint venture and expected to be completed in the second half of 2025.","domain":"hydraulic_engineering"}
{"url":"https://photos.dailycamera.com/Gross-Reservoir-Expansion-Project","date":"2020-01-18T07:14:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250592261.1/warc/CC-MAIN-20200118052321-20200118080321-00521.warc.gz","language_score":0.920307457447052,"token_count":90,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__196706094","lang":"en","text":"Gross Reservoir Expansion Project\nWhen the dam is in place, the water level will be about one-third up of this hill from the current level.\nDenver Water officials, CEO Jim Lochhead and project manager Jeff Martin gave a tour of Gross Reservoir and talked about the Expansion Project on September 14th, 2017.\nCliff Grassmick Staff Photographer September 14, 2017\nGrossREZ10Gross Reservoir Expansion Project","domain":"hydraulic_engineering"}
{"url":"https://bbpconnect.com.au/projects/info/entry/sherbrook-catchment-drainage-upgrades-stage-2-contract-20992ada37/","date":"2022-01-23T05:48:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304134.13/warc/CC-MAIN-20220123045449-20220123075449-00507.warc.gz","language_score":0.7973743677139282,"token_count":101,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__122165732","lang":"en","text":"April 20, 2021\nMay 10, 2021\nSherbrook catchment drainage upgrades - stage 2 - contract 20992\nExternal Tender Website\nMaroondah City Council is seeking tenders for the construction of stage 2 of a new drainage pipe along New Street, Ringwood.\nThis project does not have any attachments.","domain":"hydraulic_engineering"}
{"url":"https://www.dom-projekt.hr/proizvod/semmelrock-kanalica-40-20-8/?lang=en","date":"2023-10-02T20:43:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511021.4/warc/CC-MAIN-20231002200740-20231002230740-00608.warc.gz","language_score":0.8221167922019958,"token_count":97,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__30413267","lang":"en","text":"Semmelrock concrete duct 40x20x8. For the construction of drainage canals suitable for the construction of roads, parks, yards and warehouses, eg in combination with concrete pavers or asphalt.\n- Made of high quality freezing concrete and soil spreading salt\n- Ducts have a high proportion of quartz sand for abrasion resistant surfaces\n- Easy installation\nThere are 80 pieces on the pallet. Consumption: 2.5 pcs / m2","domain":"hydraulic_engineering"}
{"url":"https://westmostoryscapes.com/photo/peace-river-canyon-dam/","date":"2023-12-05T09:23:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100550.40/warc/CC-MAIN-20231205073336-20231205103336-00348.warc.gz","language_score":0.9355441927909851,"token_count":72,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__40457826","lang":"en","text":"Peace River Canyon Dam\nThe Peace Canyon Dam is a large hydroelectric dam on the Peace River in northern British Columbia, Canada. The Peace River flows out of the eastern edge of Williston through the Peace River Canyon. It is located 6 km southwest of Hudson’s Hope, and 23 km downstream from the W.A.C. Bennett Dam.","domain":"hydraulic_engineering"}
{"url":"https://www.hidroinjekt.com/en/usluga/anti-filtration-curtains/","date":"2023-09-21T22:07:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506045.12/warc/CC-MAIN-20230921210007-20230922000007-00872.warc.gz","language_score":0.951413631439209,"token_count":278,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__171742045","lang":"en","text":"Since its inception, HIDROINJEKT Ltd. has been working on the injection and construction of anti-filtration curtains, and has implemented a number of projects for repair of dam walls on some of the most important projects in Bulgaria, as our clients were: NEK EAD, NEK – ENTERPRISE VETS GROUP RILA, KUNINO ENERGY, DUNDY PRESS METALS, RUEN HOLDING AD.\nVarious types, tasks and volume of cementation works are performed at different hydrotechnical facilities. Under the dam walls, anti-filtration curtains are built and surface cementation is performed, injection is performed at the base of the diversion, water intake and overflow facilities.\nInjection hardening of rocks\nIn the construction of anti-filtration curtains, the injection hardening of rocks is applied (mainly by cementation), which is most widely used in the hydraulic engineering construction, in which Hidroinjekt LTD is closely specialized. It is used in the construction of anti-filtration curtains on dam walls, the main purpose of which is to seal the rock base and reduce its water permeability. It is also used to increase the strength of the rock and reduce its deformability. For this purpose, a large volume of injection work is performed.","domain":"hydraulic_engineering"}
{"url":"http://www.nyseg.com/OurCompany/News/2015/05272015saranacriverlevel.html","date":"2018-06-19T02:38:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267861752.19/warc/CC-MAIN-20180619021643-20180619041643-00399.warc.gz","language_score":0.8749546408653259,"token_count":217,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__99180556","lang":"en","text":"NYSEG Work at Cadyville Dam Will Affect Upstream Saranac River Water Level\nPlattsburgh, NY – NYSEG, a subsidiary of Iberdrola USA, has begun the seasonal maintenance of flashboards at its Cadyville Dam on Saranac River in Cadyville. To ensure worker safety, this work requires lowering the water level in the Saranac River just upstream of the Cadyville Dam.\nThe flashboard maintenance is scheduled to begin at approximately 7:30 a.m. on Thursday, May 28 and is expected to be complete at approximately 3:30 p.m. on Friday, May 29. The water level upstream of the Cadyville Dam should return to within the normal range on Sunday, May 31.\nNYSEG urges those who take advantage of recreational opportunities near the company’s hydroelectric generating facilities and dams to use caution and be safe.\nFollow Us on Twitter:\n@NYSEandG, @RGandE and @IberdrolaUSA\nLike Us on Facebook:","domain":"hydraulic_engineering"}
{"url":"https://smartjoint.net/products/hdpe-sweep-bend","date":"2023-03-22T22:04:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296944452.97/warc/CC-MAIN-20230322211955-20230323001955-00730.warc.gz","language_score":0.9438760280609131,"token_count":135,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__196188462","lang":"en","text":"It has a lower coefficient of friction compared to other types of bends, which can help to reduce the amount of pressure drop that occurs when fluid is flowing through them.\nThis can help to improve the efficiency of the piping system and reduce the energy required to pump fluids through it.\nCompare to pipe bended sweep bend and fabricated bend, Smart Joint Sweep bends are with followed features:\nNon pressure derating\n3D radius available for size from 90mm to 355mm, inch size can be offered as well.\n2D radius available for size from 400mm to 1600mm, inch size can be offered as well.\nAngle stability(±2 degree)","domain":"hydraulic_engineering"}
{"url":"https://shop.schramseeds.com/products/acehydpump014fmc150fhyd206","date":"2023-09-25T12:21:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233508977.50/warc/CC-MAIN-20230925115505-20230925145505-00547.warc.gz","language_score":0.7501667141914368,"token_count":177,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__17568128","lang":"en","text":"|Net Weight (lbs)||25.00|\n- F model equipped with NPT ports and industry standard flanged connections\n- Provides higher pressure and greater volume for applications with large tanks and longer spray booms.\n- The 206 motor requires 7 GPM (26.5 LPM) maximum hydraulic fluid input and fits virtually all tractor hydraulic systems.\n- Pressure Compensating Closed Center Systems\n- Load Sensing Closed Center Systems\n- Open Center Systems up to 16 GPM (60.6 LPM) using internal needle valve bypass","domain":"hydraulic_engineering"}
{"url":"https://www.eltech.it/en/hydropower-plant-in-bovegno/","date":"2024-04-12T17:52:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816045.47/warc/CC-MAIN-20240412163227-20240412193227-00869.warc.gz","language_score":0.8254597187042236,"token_count":133,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__110601897","lang":"en","text":"Vertical axis Kaplan\nSynchronous three-phase motor 400 V 350 kW\nGross distance gap:\nWhat we did:\nAuthorisation, design and installation of the hydropower plant on the river Mella in Bovegno (BS). Realised in partnership with TSCHURTSCHENTHALER, the existing power plant with 100 kW Francis wheel was widened and equipped with brand new pipes and a new basement power station. Eltech was responsible for authorisation, design and realisation of electric devices.","domain":"hydraulic_engineering"}
{"url":"https://watersmart.townsville.qld.gov.au/pipeline-delivery","date":"2020-07-05T23:42:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655889877.72/warc/CC-MAIN-20200705215728-20200706005728-00378.warc.gz","language_score":0.9197925925254822,"token_count":300,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__217954493","lang":"en","text":"Bringing more than just water to Townsville\nAs well as delivering long-term water security to Townsville, construction of the Haughton Pipeline Duplication has already created 641 jobs (source AEC) in advanced manufacturing and engineering in Townsville.\nHaughton Pipeline Duplication Project\nOne of the biggest infrastructure projects in the region's history.\nWatch the video on the construction of the Haughton Pipeline Duplication.\nThe Haughton Pipeline Duplication Project (HPDP) involves the duplication of a fully-functioning 36.5km pipeline from the Haughton Pump Station to the Ross River Dam.\nThe pipeline is capable of pumping raw water into the Ross River Dam to \"top up\" water levels during periods of very low rainfall.\nThe HPDP will deliver 234 megalitres of water per day into the Ross Dam. That's about 94 olympic-sized swimming pools.\nConstruction of the HPDP is scheduled to be completed by March 2020.\nThe HPDP is an important part of the Council's commitment to deliver its three-point water security solution.\nThe three-point water security solution involves:\n- The new, duplicate 1.8m-diameter, 36.5km-long Haughton River pipeline\n- The Recycled Water Re-use Scheme\n- The Water Smart Package\nThe Queensland Government has contributed $225 million to improve water security in Townsville.","domain":"hydraulic_engineering"}
{"url":"http://www.michaniki.gr/sitenew/layout/inside.cfm?pageid=33&category=energy&lang=2","date":"2019-02-23T23:19:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550249556231.85/warc/CC-MAIN-20190223223440-20190224005440-00308.warc.gz","language_score":0.9301264882087708,"token_count":265,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__183079513","lang":"en","text":"Michaniki has stepped in the electricity production sector capitalizing on its know-how and expertise on Hydroelectric Station construction aiming to gain an important market position in the recently deregulated market of Greece\nThe second major step of the Company in the energy sector is a hydroelectric plant of multiple power capacity. This is the project of Agios Nikolaos Hydroelectric Plant in Arta Region of Western Greece.\nMICHANIKI has submitted its application in the Regulatory Authority for Energy in order to take the authorization of producing electric power from the Hydroelectric Power station that is going to be constructed in the area. The Karpenisioti project with a power capacity of 5.4 MW will have an annual electricity output of 21.779.000 KW. The annual sales of electric power will amount up to € 1.5 m.\nThe Hydroelectric Station at Temenos, is going to be constructed in Drama Prefecture, Northern Greece on Nestos River. The project will include the construction of a canal of Deviation of Varitita Dam, and the construction of the Electric Power Plant. The power capacity of the hydroelectric power station is 10 MW and the annual electricity power will amount to 60.000.000 KW. The annual sales of electric power will amount to € 4.2 m.","domain":"hydraulic_engineering"}
{"url":"http://www.biocleanenvironmental.com/products/water-polisher/","date":"2017-09-19T15:04:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-39/segments/1505818685850.32/warc/CC-MAIN-20170919145852-20170919165852-00039.warc.gz","language_score":0.8954686522483826,"token_count":133,"dump":"CC-MAIN-2017-39","global_id":"webtext-fineweb__CC-MAIN-2017-39__0__46916741","lang":"en","text":"Up Flow Filter: Removes fine TSS, metals, nutrients and bacteria with an advanced sorptive media filtration bed.\nPassive Self-Cleaning: Up Flow Filter is passively back washed with drain down filters.\nOnce flow into the system subsides, the water level in the system will start to fall. Once the water level reaches the upper effluent side of the up flow filter it can no longer discharge. The remaining water within the filtration media is forced downward as the drain down filters continue to treat and discharge stormwater. This passive back wash action releases pollutants that would otherwise contribute to long-term clogging and performance issues.","domain":"hydraulic_engineering"}
{"url":"https://www.hamiltoncounty.in.gov/1804/SS31006-Replacement","date":"2024-02-25T02:26:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474573.20/warc/CC-MAIN-20240225003942-20240225033942-00218.warc.gz","language_score":0.882934033870697,"token_count":87,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__109672762","lang":"en","text":"1/25/24: Construction is expected to begin in the spring.\nSS#31006 carries 226th St. over Finley Creek.\nReplacement is part of the County Surveyors planned Finley Creek Reconstruction Project from Boone County to Town of Sheridan.\nProposed design will meet the current design standards for roadway/bridge and major flood events.\nLocal funding will be utilized for the construction of this project.","domain":"hydraulic_engineering"}
{"url":"http://aesblasters.co.nz/products/submersible-pumps/","date":"2020-02-17T18:16:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875143079.30/warc/CC-MAIN-20200217175826-20200217205826-00142.warc.gz","language_score":0.8904030323028564,"token_count":166,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__4479479","lang":"en","text":"Submersible pumps - Electric\nArven Impeller Pumps.\nThe motor and pump case are constructed of non corrosive Stainless steel with double lipped shaft seals , and single phase (230 volt) motors with thermal protection in the windings.\nArven Vortex Pumps\nVortex pumps have the ability to handle larger solids that an impeller pump including dirty water & sewerage. The pump casing & suction grid are constructed of stainless steel. The motor shaft is 316 S/S and the mechanical seals of silica carbide in an oil bath. The pump casing is cast Iron (Skipper Stainless steel) and the electric motor has thermal protection.\nAll pumps are supplied with 10 meters of power cable & plug, and are available with or without a float switch (for automatic operation)","domain":"hydraulic_engineering"}
{"url":"http://www.accurategroupinc.com/portfolio/us-14-at-union-pacific-and-canadian-national-railroad-crossing-drainage-improvements/","date":"2019-06-16T09:17:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627998084.36/warc/CC-MAIN-20190616082703-20190616104703-00396.warc.gz","language_score":0.9428495168685913,"token_count":106,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__73982188","lang":"en","text":"Responsible for the design plans, specifications, cost estimate and quantities for the replacement of the existing drainage system to be built with the reconstruction of Pump Station No. 8. The scope includes new sewers for conveyance plus linear detention in oversized sewers. The detention provided in the oversized sewers is required as a substitute to the 15’X15’ underground vault that was to be built adjacent to the pump station. The detention storage is required to alleviate the amount of flooding that occurs at the viaduct.","domain":"hydraulic_engineering"}
{"url":"http://www.ktoo.org/2013/09/06/sitkas-hydro-project-well-underway/","date":"2015-07-02T03:37:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-27/segments/1435375095373.99/warc/CC-MAIN-20150627031815-00002-ip-10-179-60-89.ec2.internal.warc.gz","language_score":0.9437456130981445,"token_count":156,"dump":"CC-MAIN-2015-27","global_id":"webtext-fineweb__CC-MAIN-2015-27__0__65234515","lang":"en","text":"Tunneling work for Sitka’s Blue Lake hydro expansion project is just about wrapped up, and construction crews are pouring concrete for the new powerhouse.\nThere are three main components to the Blue Lake project: the dam itself, a new intake tunnel and vertical shaft called a “surge chamber,” and the powerhouse.\nThe Blue Lake Dam was originally designed to be raised about 23 feet. Dean Orbison, project manager for the Sitka Electric Department, said Sitka is “pushing the envelope” by going up another 83 feet. The $140-million project should be completed by February, 2015.\nCheck out the full story at KCAW: Blue Lake Hydro: Nothing small in Sitka’s biggest project","domain":"hydraulic_engineering"}
{"url":"https://www.ottofond.de/Accessibility/Drainage-channel-with-cover-panel/","date":"2023-06-04T01:53:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224649348.41/warc/CC-MAIN-20230603233121-20230604023121-00639.warc.gz","language_score":0.9168100357055664,"token_count":161,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__22366003","lang":"en","text":"Drainage channel with cover panel in two different versions for the wet zone The drainage channel with cover panel ensures a suitable channel for the wet zone. The drainage channel is made of hardened aluminium profile with an anodised surface and a thickness of 2 mm. It is available in two variants and three sizes. Available sizes 800 x 80 mm 900 x 80 mm 1000 x 900 mm The cover is optionally available in glossy chrome or as a tilable cover. The height of the drain channel is adjustable between 95 mm and 130 mm. A circumferential, built-in sealing sleeve and a Viega drain set model Domoplex with horizontal outlet are inclusive. The drain capacity is 0.5 l/sec, according to DIN 274. The drainage channel has a sealing water height of 30 mm.","domain":"hydraulic_engineering"}
{"url":"http://prls.in/Projects/water-level-intelligent-system-data-acquisition-and-early-warning-project","date":"2019-01-16T10:33:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-04/segments/1547583657151.48/warc/CC-MAIN-20190116093643-20190116115643-00559.warc.gz","language_score":0.9276620745658875,"token_count":227,"dump":"CC-MAIN-2019-04","global_id":"webtext-fineweb__CC-MAIN-2019-04__0__135102951","lang":"en","text":"Water Level Intelligent System of Data Acquisition and Early Warning\nIn order to improve work efficiency of hydromet ric station, guarantee the accuracy and timeliness of water level data acquisition, process water level data in a timely manner and make early warning of risk, mobile devices are proposed as collection, sending and early warning terminal of water level data, and the upper computer as the receiving and processing te rminal of water level data. The water level access algorithm is studied, and the stripping method is used to obtain the high-accuracy water level information. The image thinning algorithm is applied to optimize, so as to reduce the complexity of the algorithm. The programming is able to control real-time data sendi ng, which realizes the data exchange between server terminal and communication module. Microsoft Access database is applied to the operation of water level information and the design of ma n-machine interface. Experimental study shows that this system can accurately acquire information in real time, undertake statistical analysis of data with many functions such as early warning, effectively improve the work efficiency of water level monitoring and improve the management level of hydrological industry.","domain":"hydraulic_engineering"}
{"url":"http://www.maxfrank.net/nl/referenties/Mega-Reservoires-Doha-Qatar.php","date":"2018-08-14T17:52:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221209216.31/warc/CC-MAIN-20180814170309-20180814190309-00631.warc.gz","language_score":0.7890778183937073,"token_count":250,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__140405270","lang":"en","text":"Due to the continuous growth and development in Qatar, the Qatar General Electricity & Water Corporation (KAHRAMAA) has decided to launch an ambitious water project to provide seven days strategic water storage within its network system.\nThe project entails construction of five potable water mega reservoirs sites and interconnecting network of large diameter water pipelines. Each reservoirs site will ultimately comprise up to nine reservoirs. The reservoirs, with a capacity of 100 million gallons (450,000 m3) each, are the largest reinforced concrete reservoirs in the world.\nThe project will commence in April 2015 and is scheduled for completion in Q2, 2018.\nMax Frank delivered the dowel system Egcodorn (over 5,000 pieces of Egcodorn transverse force dowel, type WN50).\nDoha skyline through the arches of the Museum of Islamic art, Doha\nData for the project:\n|Client:||KAHRAMAA, Qatar General Electricity and Water Corporation|\n|Constructor:||Habtoor Leighton Group (HLG)|\n|Construction period:||2015 - 2018|\n|Frank-producten:||Egcodorn dwarskrachtdeuvels vernieuwd|","domain":"hydraulic_engineering"}
{"url":"https://friendsofmoreaulake.org/2017/12/22/spier-falls-dam-lookout/","date":"2021-10-27T08:51:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323588113.25/warc/CC-MAIN-20211027084718-20211027114718-00653.warc.gz","language_score":0.9503194689750671,"token_count":64,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__281870067","lang":"en","text":"Spier Falls Dam was built in 1903 and was:\n- the 4th largest dam in the world\n- the largest built by private enterprise\n- the largest in the world to generate power\nYou can view the dam from the top of the Spier Falls Lookout trail on the northern side of the park.","domain":"hydraulic_engineering"}
{"url":"http://htmp.com.ua/en/pump-dredges.html","date":"2019-01-23T23:09:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-04/segments/1547584415432.83/warc/CC-MAIN-20190123213748-20190123235748-00536.warc.gz","language_score":0.8935693502426147,"token_count":438,"dump":"CC-MAIN-2019-04","global_id":"webtext-fineweb__CC-MAIN-2019-04__0__81874490","lang":"en","text":"We practice the design of mining systems of pump dredges, the development of design documentation, as well as the production of tools and equipment for dredge heads, which, depending on the mining conditions and the physical and mechanical characteristics of the extracted soil, can be equipped with jet pumps (ejectors), jet and other types of disintegrators. When designing dredge heads, we take into account the specific factors of the formation of erosion and suction flows in the underwater face. As a result of the head-capacity curve construction, we carry out the justification and selection of dredge and water pumps, pulp pipelines and water pipes, stop valves and testing instruments.\nOur qualification in this area of activity is based on the completed dissertation researches, monographs, books, engineering calculation methods, scientific articles, as well as on many years of experience in the design of pump dredges and the presence of machines introduced into production.\nThe list of the main works performed by us is given below.\nCalculation of parameters of hydrotransport systems and erosion of the pump dredge MZ-16E;\nSubstantiation of the parameters and development of the project of the dredge head with pump dredge Gru 800-40;\nJustification of rational parameters and selection of equipment for hydro-mechanized development of the Oleksandrivka sand deposit (site No. 2 \"Novyi\");\nSubstantiation of the parameters of the mining system and development of the jet dredge head ZNS 630-90.\nSubstantiation of rational parameters and development of design documentation for the pump dredge head MZ-8 with a jet disintegrator.\nCalculation of the hydrodynamic and design parameters of the injector in the suction line of the pump dredge SSB 500/440.\nDevelopment of the jet dredge ZNS 300-120 project by replacing the mining system and dredge head on the floating base of the pump dredge MZ-11.\nDevelopment of a project for the modernization of the hopper marine dredge \"Pechora\" and its equipment with a dredge head with a spray disintegrator.","domain":"hydraulic_engineering"}
{"url":"https://www.dairymachinerystock.com/milk-separators","date":"2023-11-29T20:59:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100146.5/warc/CC-MAIN-20231129204528-20231129234528-00384.warc.gz","language_score":0.6667184233665466,"token_count":224,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__269146842","lang":"en","text":"Used milk separator Westfalia with capacity 2000-3000 lt/h\nMilk separator skimmer model MSA60 with a capacity of 7500 to 10000 lt. Refurbished and tested and comes with a complete control panel.\nRefurbished milk separator skimmer model SE20X with a capacity of 4500 to 6000 lt/h.\nMilk clarifier separator model SE05V1 of the year 2001 with a capacity of 2000 lt/h, 77 plates, 7500 cycle/min, 1.85 kW.\nMilk separator model SE20X with a capacity of 4000-6000 lt/h.\nAutomatic cream separator ALFA LAVAL model MRPX 510 TGD-74.Carriage repainted Hydraulic capacity over 10,000 lt./h. Milk skimming 7,000 lt/h. Electric motor of 18.5 kW - 380V / 3 - 50 Hz. - Drum revolutions: 6.000 GPM. The volume of the sludge chamber is 7,8lt.","domain":"hydraulic_engineering"}
{"url":"http://telangananewsonline.com/updates/Mallannasagar_Reservoir","date":"2018-02-18T08:19:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891811795.10/warc/CC-MAIN-20180218081112-20180218101112-00559.warc.gz","language_score":0.9079328179359436,"token_count":291,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__4312371","lang":"en","text":"Join Telangana News Online WhatsApp Group for latest updates\nThe Mallannasagar Reservoir is part of the Pranahita-Kandi project. The reservoir will be constructed in an area of 16,000 acres of land in Toguta and Kondapaka mandals. The Mallannasagar reservoir will have a capacity of 50 tmcft. The Pranahita-Kandi project will cater to the needs of Ranga Reddy, Medak, Nizamabad, Warangal and Nalgonda districts. The project is estimated at a cost of Rs. 9,800 crore.\nAn area of 16,000 acres is required for the construction of the Mallannasagar reservoir. As of May 2016, the district administration of Medak has already begun acquisition of land for the construction of the reservoir. As of May 12, 2016, 3,000 acres has been acquired and the remaining 13,000 acres will be acquired subsequently.\nEtigadda Kishtapur, Toguta, Tukkapur, Vemulaghat and Pallepahad villages in Toguta mandal and Kondapaka, Singaram and Erravalli villages of Kondapaka mandal will be adversely affected with the construction of the project. The officials are planning to pay compensation to the 1,840 families affected by construction of reservoir in a single package.","domain":"hydraulic_engineering"}
{"url":"https://www.saferain.com/en/fountain-equipment/fountain-accessories/electrical/level-sensor.html","date":"2024-04-23T02:12:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818452.78/warc/CC-MAIN-20240423002028-20240423032028-00723.warc.gz","language_score":0.8926427960395813,"token_count":92,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__163205129","lang":"en","text":"Water level controller\nSystem that automatically controls the minimum and maximum water levels of architectural fountains with two electrodes, one for the minimum level and the other for the maximum level. When the minimum water level is reached, the solenoid valve connected to the sensor is opened. It closes automatically when the maximum level is reached.\nThe assembly includes the panel, the 1” 24Vdc solenoid valve and electrodes (cable not included)","domain":"hydraulic_engineering"}
{"url":"https://wesleyopreis.nl/product1/4912-high-productionefficient-single-cylinder-hydraulic-cone-crusher.html","date":"2021-06-20T22:08:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-25/segments/1623488257796.77/warc/CC-MAIN-20210620205203-20210620235203-00101.warc.gz","language_score":0.8493192195892334,"token_count":298,"dump":"CC-MAIN-2021-25","global_id":"webtext-fineweb__CC-MAIN-2021-25__0__150255770","lang":"en","text":"CP Series Single Cylinder Hydraulic Cone Crusher - Yeco Machinery\n5 May 2016 CP Series single cylinder hydraulic cone crusher is produced based on Metso original drawing and maintains high crushing performance in\nSingle-cylinder hydraulic cone crusher series\nSingle-cylinder hydraulic cone crusher advanced design compact body crushing ability head broken high efficiency and can produce excellent grain shape of\nSingle-cylinder Hydraulic Cone Crusher Is An Advanced Equipment\nThe single-cylinder hydraulic cone is widely used due to its lightweight small size high crushing efficiency large output good grain shape and a high degree of\nSingle Cylinder Hydraulic Cone Crusher\nSingle Cylinder Hydraulic Cone Crusher. Large reduction ratio high production efficiency;. Less consumption of wearing parts low operating costs;. Pyramid\nGPY Series High-Efficient Hydraulic Cone Crusher - Luoyang Dahua\nGPY Series Single Cylinder Hydraulic Cone Crusher is one of advanced cone crusher in China which is developed and manufactured by our company.\nhigh efficient hydraulic cone crusher price\nHydraulic cone crusher at best price Also it has high ing efficiency and low capacity and larger crushing ratio HST Single Cylinder Hydraulic Cone Crusher.\nHST Single Cylinder Hydraulic Cone Crusher-prm Industrial\nHigh Production Efficiency Strong Holding Capacity. HST Single-cylinder Hydraulic Cone Crusher achieves higher production efficiency and better product quality","domain":"hydraulic_engineering"}
{"url":"https://sdfish.com/freshwater/time-lapse-video-of-the-san-vicente-dam-raise-project/","date":"2020-07-06T13:11:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655880616.1/warc/CC-MAIN-20200706104839-20200706134839-00551.warc.gz","language_score":0.9039963483810425,"token_count":172,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__100119632","lang":"en","text":"The San Diego County Water Authority has released a time-lapse video showing progress of the San Vicente Dam Raise Project that began in 2009, and is scheduled to be completed late 2014 or early 2015. The reopening of the lake for fishing will depend on the amount of rainfall the area receives after completion. The lake will reopen when the water level reaches the new launch ramp and marina.\nThe project will increase San Vicente’s water storage capacity from its previous 90,000 acre-feet capacity to 242,000 acre-feet by raising the existing dam from 220 feet to 337 feet. The increase in storage capacity will result in 500 more surface acres of lake, from its original 1,069 surface acres to 1,500.\nCheck out the time-lapse video here; San Vicente Dam Raise Project Time-Lapse","domain":"hydraulic_engineering"}
{"url":"http://jkladakhaffairs.nic.in/projects.html","date":"2017-04-27T12:54:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917122167.63/warc/CC-MAIN-20170423031202-00366-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9384567141532898,"token_count":114,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__6427776","lang":"en","text":"CHUTUK HYDEL PROJECT:-\nThe Hon’ble Prime Minister laid the foundation stone of the 44 MW Hydel Project at Chutuk Kargil in June, 2005 at an estimated cost of Rs 621.26 Crore. Acquisition proceedings for land coming under the project have been completed. NHPC has already started allied works on the project in sept 2006. Presently work on the project is in full swing in three shifts. Diversion of Channel have been completed and river Suru stands diverted and work on barrage construction started.","domain":"hydraulic_engineering"}
{"url":"http://www.sentinelfluidcontrols.com/hydraulic-power-units.html","date":"2018-10-24T00:55:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583517628.91/warc/CC-MAIN-20181024001232-20181024022732-00036.warc.gz","language_score":0.8746121525764465,"token_count":94,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__64712603","lang":"en","text":"Hydraulic Power Units\nStandard And Custom Hydraulic Power Units\nHydraulic Power Unit Expertise\nTrust Sentinel Fluid Controls to provide the best hydraulic power solution for you. We're proud to offer quality products from names you trust, such as Vickers, Stone, and Hydronic.\nCustom Hydraulic Power Units\nOur Certified Fluid Power Specialists and Engineers are uniquely qualified to engineer and design the right custom hydraulic power unit for your specific application.","domain":"hydraulic_engineering"}
{"url":"http://ecruffmarine.com/product/vetus/hydraulic-bow-thrusters/vetus-hydraulic-bow-thruster-55-kgf-incl-3-5-kw-hydro-motor/","date":"2018-07-16T04:36:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676589179.32/warc/CC-MAIN-20180716041348-20180716061348-00584.warc.gz","language_score":0.6763192415237427,"token_count":110,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__153608876","lang":"en","text":"|Thrust (N / kgf)||550 (55)|\n|Hydraulic motor power (kW)||3,5|\n|Hydraulic motor capacity (cm³/rev)||4,2|\n|Flow rate (litres/minute)||13|\n|Operating pressure (bar)||165|\nThe BOW55HMC hydraulic thruster may be fitted to 150 mm GRP, steel or aluminium tunnels or used as stern thruster. Offers virtually unlimited running time.","domain":"hydraulic_engineering"}
{"url":"https://nsc.ca/web2/weather/water-levels-ottawa-river/","date":"2020-06-06T00:25:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-24/segments/1590348509264.96/warc/CC-MAIN-20200606000537-20200606030537-00319.warc.gz","language_score":0.8614450097084045,"token_count":294,"dump":"CC-MAIN-2020-24","global_id":"webtext-fineweb__CC-MAIN-2020-24__0__38367314","lang":"en","text":"- Ottawa River @ Britannia — Real-time water levels in graphical format.\n- Lac Deschênes at Britannia — A graphical depiction of current & forecast water levels, along with median and historical high and low levels.\n- Ottawa Historical Levels — Monthly and annual mean water levels in table format since 1950.\nThe Mean Water Level datum at Britannia is 57.9 m.\n- The BYC gates cannot be removed until the water level drops to roughly 59.0 m.\n- During the 2017 flood, the water level reached a peak of 60.44 m.\n- During the 2019 flood, the water level reached a peak of 60.70 m on the evening of 2019-04-30. That’s 2.8 m, or 9′ 2″, above datum. The second peak was at 60.61 m in the early morning of 2019-05-14.\n- At a water level of 60.15 m, the water will be at the top of the south crane well; at 60.20 m, it will be at the top of the north crane well. The service docks cannot be attached if the water level is above approximately 59.7 m.\n- The first link above is from Environment Canada; the latter two are from the Ottawa River Regulation Planning Board website.\nPage updated: 2020-04-09.\nPage maintained by D. Servranckx.","domain":"hydraulic_engineering"}
{"url":"https://www.aerialphotosearch.com/search/aerial-photos/sh-7c4f5497adf2ba88b42ff4e77a97c8c3af32753e/oberhausen.html","date":"2022-07-03T06:11:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104215790.65/warc/CC-MAIN-20220703043548-20220703073548-00339.warc.gz","language_score":0.8768885135650635,"token_count":120,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__66378084","lang":"en","text":"Construction site for the construction of a new water pumping station on the banks of the Emscher in the district Hamborn in Oberhausen in the state North Rhine-Westphalia, Germany\nPictures are searched. Please wait!\n23 aerial photos Search link has been copied.\nLoading view. Please wait.","domain":"hydraulic_engineering"}
{"url":"https://www.trillions.biz/bid-result/shaker_lakes_dam_rehabilitation_phase_1__green_lake_dam_and_lower_shaker_lake_dam-8959137","date":"2018-12-17T01:21:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-51/segments/1544376828018.77/warc/CC-MAIN-20181216234902-20181217020902-00162.warc.gz","language_score":0.9048072099685669,"token_count":146,"dump":"CC-MAIN-2018-51","global_id":"webtext-fineweb__CC-MAIN-2018-51__0__69947064","lang":"en","text":"Independence Excvtg Inc is the apparent low bidder on the Northeast Ohio Regional Sewer District's Shaker Lakes Dam Rehabilitation Phase 1: Green Lake Dam and Lower Shaker Lake Dam solicitation, with a low bid of $2,002,381.50 USD. Bids were opened on November 16, 2018\nThe contract will be for Construction of lake dams, installation and maintenance of sediment and erosion control measures; construction of an upstream erosion control system; ancillary improvements; and final grading and stabilization. Construction of a concrete spillway and an associated pedestrian bridge; ancillary improvements; and final grading and stabilization.\nFor additional information on this project and vastly more, visit www.napc.pro","domain":"hydraulic_engineering"}
{"url":"http://asianssr.org/index.php/ajct/article/view/2777","date":"2017-10-21T10:17:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-43/segments/1508187824733.32/warc/CC-MAIN-20171021095939-20171021115939-00158.warc.gz","language_score":0.9384851455688477,"token_count":236,"dump":"CC-MAIN-2017-43","global_id":"webtext-fineweb__CC-MAIN-2017-43__0__170874852","lang":"en","text":"Main Article Content\nThe Research studies on filtration shows, over 70 Percentage of hydraulic systems failures are due to contamination or poor liquid conditions. Therefore filters are necessary in modern hydraulic systems to provide specified level of cleanliness, reliability, the hydraulic efficiency and the performance of the filters needs to be ensured the real life working conditions. For efficient operation of any pumping system, appropriate selection of associated pump is highly essential which in turn needs correct estimation of head losses of various elements specials of the pumping system including valves, filters, bends, piping etc. Since electric energy required for pumping reduces with reduction in head loss in pumping system. A need for minimum loss of head across the filters is required in pumping systems. On this background the selection of filter for a certain application is often based not solely on the filtration efficiency and dirt capacity but also low head across the filter.\nThe paper highlights the improvisations effected in design of Y type filter through research undertaken at CWPRS for achieving percentage reduction in head loss with original design by using CFD simulation and experimentation. The reduction in head loss to such an extent had achieved huge saving in recurring expenditure towards power charges for pumping purpose.","domain":"hydraulic_engineering"}
{"url":"https://www.smithfoodmachinery.com/listings/118625-2016-tubar-hydraulic-bin-dumper","date":"2020-07-15T07:47:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593657163613.94/warc/CC-MAIN-20200715070409-20200715100409-00194.warc.gz","language_score":0.7492499351501465,"token_count":92,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__221501221","lang":"en","text":"2016 Tubar Hydraulic Bin Dumper\nTubar Hydraulic Bin Dumper, for 4' x 4' x 4' bins, mild steel construction, with 6' high mild steel steel support stand, Mfg. 2016, 3,000lb capacity. Unit comes with 480 volt hydraulic power pack with controls.Also included is a Stainless steel hopper with feed shaker.\n|Manufacturer||Tubar Hydraulic Bin Dumper|","domain":"hydraulic_engineering"}
{"url":"https://toprecents.com/special-priority-on-energy-sector-on-nepal-budget-2020-2021/","date":"2024-04-14T15:15:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816879.72/warc/CC-MAIN-20240414130604-20240414160604-00514.warc.gz","language_score":0.8865641951560974,"token_count":311,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__4611403","lang":"en","text":"This Year budget has given special priority to the energy sector. The Special Priority on Energy Sector on Nepal Budget 2020/2021 will boost the hydropower and alternative power in the coming year.\nDifferent goal has been set to complete ongoing hydropower projects. Major highlights of the budget on energy sector are as follows :\n- About 1,300-MW electricity will be added to the national power grid of the country within the next fiscal year.\n- accomplish the construction of Upper Tamakoshi, Rasuwagadhi, Sanjen, and Madhyabhotekoshi hydropower projects in the upcoming fiscal.\n- The 456-MW Upper Tamakoshi project has already 99.5 percent progress in terms of physical development.\n- The 111-MW capacity Rasuwagadhi hydropower project is also making speedy progress.\n- The upper Sanjen (14.8-MW), lower Sanjen (42.5-MW), Madhyabhotekoshi (102-MW) are also progressing in a way to get completed in the upcoming fiscal year.\n- The lockdown enforced by the government to stem the COVID-19 has deferred the progress in the construction of the projects.\n- According to the budget speech, the government has laid emphasis on the construction of hydropower projects with reservoir and semi-reservoir for energy mixture and security.\n- Meanwhile, the government has allocated a budget of Rs 4.13 billion for the promotion of alternative energy.","domain":"hydraulic_engineering"}
{"url":"https://probearingtools.com/products/betex-ahp-701-2-speed-hydraulic-pump","date":"2024-04-14T08:22:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816875.61/warc/CC-MAIN-20240414064633-20240414094633-00846.warc.gz","language_score":0.8636114001274109,"token_count":155,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__11214311","lang":"en","text":"BETEX AHP 701 2-Speed Hydraulic Pump\n2-Speed Hydraulic Hand Pump with up to 10,000 psi and 11.8oz fluid capacity\n- 2-speed hand pumps are always characterized by their rugged construction and easy-operation handles.\n- Aluminium alloy construction and handy release knobs with locking mechanism are perfect for industrial applications and daily operations.\n- Special lightweight design with aluminium alloy construction makes for an easily portable and mobile unit.\n- Double-acting design on AHP703D is ideal for double-acting cylinders without the need for extra controlling valve and adaptors.\n- Automatic 10,000 psi overload-relief valve protects components in hydraulic systems and ensures safe operation.\n- 3/8\" NPT connection","domain":"hydraulic_engineering"}
{"url":"https://www.supersaa.fi/yhdysvallat/dubuque/","date":"2017-05-25T20:15:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-22/segments/1495463608416.96/warc/CC-MAIN-20170525195400-20170525215400-00094.warc.gz","language_score":0.8059183955192566,"token_count":419,"dump":"CC-MAIN-2017-22","global_id":"webtext-fineweb__CC-MAIN-2017-22__0__187605308","lang":"en","text":"Flood Warning issued May 25 at 11:12AM CDT until further notice by NWS QuadCities\n...The Flood Warning continues for the following rivers in Iowa...\nMississippi River at Dubuque LD11 affecting Dubuque and Jo Daviess\nMississippi River at Dubuque affecting Dubuque...Jackson and Jo\nMississippi River at Camanche affecting Clinton...Scott...Rock\nIsland and Whiteside Counties\nMississippi River at Le Claire LD14 affecting Scott and Rock Island\nMississippi River at Rock Island LD15 affecting Muscatine...Scott\nand Rock Island Counties\nMississippi River at Ill. City LD16 affecting Muscatine and Rock\nMississippi River at Muscatine affecting Louisa...Muscatine...\nMercer and Rock Island Counties\nMississippi River at New Boston LD17 affecting Louisa and Mercer\nMississippi River at Keithsburg affecting Des Moines...Louisa...\nHenderson and Mercer Counties\nMississippi River at Gladstone LD18 affecting Des Moines and\nMississippi River at Burlington affecting Des Moines...Lee...\nHancock and Henderson Counties\n.Updated river flood information for the Mississippi River.\nRiver forecasts include past precipitation and forecast rainfall for\nthe next 24 hours.\n...Flood Warning now in effect until further notice...\nThe Flood Warning continues for\nThe Mississippi River at Dubuque.\n* Until further notice.\n* At 10:30 AM Thursday the stage was 16.4 feet...and rising.\n* Flood stage is 17.0 feet.\n* No flooding is occurring and Moderate flooding is forecast.\n* Forecast...Rise above flood stage Friday morning...and continue\nrising to 18.7 feet Sunday evening before falling.\n* Impact...At 18.0 feet...Water overtops the East Dubuque Flats\nIf you encounter a flooded roadway, turn around and find an\nalternate route. Turn around, don`t drown.","domain":"hydraulic_engineering"}
{"url":"https://dspace.vut.cz/handle/11012/200983","date":"2024-02-29T04:45:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474784.33/warc/CC-MAIN-20240229035411-20240229065411-00352.warc.gz","language_score":0.8826121091842651,"token_count":383,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__128411830","lang":"en","text":"The Impact of the Uncertain Input Data of Multi-Purpose Reservoir Volumes under Hydrological Extremes\nThe topic of uncertainties in water management tasks is a very extensive and highly discussed one. It is generally based on the theory that uncertainties comprise epistemic uncertainty and aleatoric uncertainty. This work deals with the comprehensive determination of the functional water volumes of a reservoir during extreme hydrological events under conditions of aleatoric uncertainty described as input data uncertainties. In this case, the input data uncertainties were constructed using the Monte Carlo method and applied to the data employed in the water management solution of the reservoir: (i) average monthly water inflows, (ii) hydrographs, (iii) bathygraphic curves and (iv) water losses by evaporation and dam seepage. To determine the storage volume of the reservoir, a simulation-optimization model of the reservoir was developed, which uses the balance equation of the reservoir to determine its optimal storage volume. For the second hydrological extreme, a simulation model for the transformation of flood discharges was developed, which works on the principle of the first order of the reservoir differential equation. By linking the two models, it is possible to comprehensively determine the functional volumes of the reservoir in terms of input data uncertainties. The practical application of the models was applied to a case study of the Vír reservoir in the Czech Republic, which fulfils the purpose of water storage and flood protection. The obtained results were analyzed in detail to verify whether the reservoir is sufficiently resistant to current hydrological extremes and also to suggest a redistribution of functional volumes of the reservoir under conditions of measurement uncertainty.\nWater. 2021, vol. 13, issue 10, p. 1-25.\nDate of access to the full text\nLanguage of document\nDate of acceptance\nResult of defence\nCreative Commons Attribution 4.0 International","domain":"hydraulic_engineering"}
{"url":"http://classicrock981.com/blogs/afternoons/2018/02/st-marys-ontario-hit-massive-flood-right-now-video/","date":"2018-08-19T06:05:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221214702.96/warc/CC-MAIN-20180819051423-20180819071423-00131.warc.gz","language_score":0.8957294821739197,"token_count":91,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__92006025","lang":"en","text":"St. Marys Ontario Is Being Hit With A Massive Flood Right Now (VIDEO)\nSt Marys, Ontario is getting hammered right now as water levels continue to rise.\nAccording to the Upper Thames River Conservation Authority…\nSome raw footage from 12 noon on February 20th, 2018 at St. Marys Ontario. Water levels continue to rise. Wildwood Dam and Reservoir are being utilized to help reduce peak flows in St. Marys.","domain":"hydraulic_engineering"}
{"url":"http://www.enex.ru/en/activities/references/ges-sendzhe-respublika-ekvatorialnaya-gvineya/","date":"2019-04-25T03:44:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-18/segments/1555578681624.79/warc/CC-MAIN-20190425034241-20190425060241-00124.warc.gz","language_score":0.8050529956817627,"token_count":163,"dump":"CC-MAIN-2019-18","global_id":"webtext-fineweb__CC-MAIN-2019-18__0__77336932","lang":"en","text":"The section of the water-engineering system is located downstream of the Wele river, near Sendje town.\nThe purpose of constructing the 200 MW capacity facility is to generate electric energy for national and neighbouring countries networks.\nThe axe of the HPP is located 7.9 km above the bridge on Bata-Kogo road.\n- Nameplate capacity — 200 MW.\n- Design head — 67.5 m.\n- Max. flow — 349,4 m3/s.\n- Number of hydraulic units — 4.\n- Power output — 1265,4 million kW/h.\n- Concrete gravity HPP with spillway section.\n- HPP water intake.\n- HPP building.\n- 4 border dams.\n- Outdoor switchgear 230 kW.","domain":"hydraulic_engineering"}
{"url":"http://www.santoantonioenergia.com.br/site/portal_mesa/en/usina_santo_antonio/tecnologia_e_inovacao/tecnologia_e_inovacao.aspx","date":"2013-05-18T11:42:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368696382360/warc/CC-MAIN-20130516092622-00043-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.948379397392273,"token_count":169,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__104794583","lang":"en","text":"Improved flooded area/power ratio\nThe River Madeira has a flow of 4,000 m³ per second during the dry period and 45,000 m³ per second in the rainy period. For this reason, the kind of turbine for the operation is the bulb type which is more suitable to the conditions of this river, with large volumes and water speed and reduces the need for large reservoirs. The flooded areas will be practically the same size as those which occur during the annual flooding of the river.\nThe Santo Antônio HEP has the best ratio between the flooded area and the installed capacity of all the hydroelectric plants in the Amazon plain region. The plant´s reservoir will measure 271 km². When the area of the natural flood is dammed, the area of the reservoir comes to 110 km².","domain":"hydraulic_engineering"}
{"url":"https://www.vml.org/job-listings/stormwater-capacity-and-spot-improvement-engineer-civil-engineer-iii-2/","date":"2021-11-28T00:11:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964358323.91/warc/CC-MAIN-20211127223710-20211128013710-00378.warc.gz","language_score":0.8858429789543152,"token_count":460,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__4943840","lang":"en","text":"Stormwater Capacity and Spot Improvement Engineer (Civil Engineer III)\nAre you an experienced stormwater capital project engineer and well-versed in the design of flood mitigation and drainage practices and stormwater infrastructure resiliency planning?\nIf so, you are encouraged to apply for one of the two new Stormwater Civil Engineer III positions in the Department of Transportation & Environmental Services (T&ES) Stormwater Management Division to perform professional and technical work on stormwater capital projects on the project team. The project team will implement large, complex stormwater capacity capital infrastructure projects identified in the City of Alexandria Storm Sewer Capacity Study (CASSCA) and/or small to medium capital infrastructure Spot Improvement Projects under the Flood Action Alexandria initiative. Flood Action provides flooding mitigation activities to protect people and property in the City of Alexandria for recent intense flooding events due to climate change.\nA person in this role will work with the project team to implement large, complex stormwater capacity capital infrastructure projects to mitigate flooding with funding for the top 11 priority Capacity projects (Download PDF reader) and funding for Spot improvement projects in the City’s 10-Year Stormwater Management Capital Improvement Program (CIP) (Download PDF reader).\nThe Opportunity includes:\n•Works with the project team for capacity capital projects to mitigate flooding, to include the identification, planning, design, and construction to support the Flood Action Alexandria program;\n•Works with the project team for T&ES as the project sponsor department, while working with the project manager and team members with the Department of Project Implementation (DPI) as part of the project team with a consultant to fully design and construct stormwater capital projects;\n•Evaluates alternatives and/or prepares engineering estimates, designs, plans, and specifications;\n•Leads flooding and drainage hydrology and hydraulics studies, and infrastructure resiliency studies, to include design standards and IDF curve updates;\n•Responds to drainage and flooding complaints and conducts field reconnaissance to assess potential solutions, and works with staff to develop solutions;\n•Serves as project manager and/or project team member in managing the design and construction of public infrastructure, small to medium scale drainage projects and larger stormwater infrastructure capacity capital projects;","domain":"hydraulic_engineering"}
{"url":"http://senate.gov.pk/en/news_content.php?id=3309","date":"2021-03-01T16:41:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-10/segments/1614178362741.28/warc/CC-MAIN-20210301151825-20210301181825-00572.warc.gz","language_score":0.9711959362030029,"token_count":452,"dump":"CC-MAIN-2021-10","global_id":"webtext-fineweb__CC-MAIN-2021-10__0__159884996","lang":"en","text":"Senate Standing Committee on Power in its meeting on Tuesday discussed the installed capacity of the hydroelectric power plants in the country, net available hydropower during the current summer season indicating also the technical/operational faults due to which maximum hydroelectricity could not be generated.\nThe meeting was held under the chairmanship of Senator Fida Muhammad and was attended among others by Senator Maulvi Muhammad Faiz, Secretary Power and officials from the ministry, WAPDA and PEDO.\nMuhammad Arshad Chaudhry Member Power WAPDA made a detailed presentation before the committee. The Committee was told that that Tarbela has an installed capacity of 3,478 MW and available capacity during Summer of 3,506 MW, Ghazi Barotha has installed as well as available capacity of 1,450 MW, Mangla has an installed capacity of 1,000 and available capacity of 920 MW, Neelum Jhelum has installed as well as available capacity of 969 MW, Tarbela 4th extension has installed as well as available capacity of 1,410 MW, Warsak has installed capacity of 243 MW and available capacity of 214 MW, Chashma has installed capacity of 184 MW and available capacity of 117-138 MW, Golen Gol has installed capacity of 108 MW and available capacity of 36 MW (through its Unit No 1), Jinnah has installed capacity of 96 MW and available capacity of 20-30 MW, Satpara has installed capacity of 17.4 MW and available capacity of 7.5 MW, Khan Khwar, Allai Khwar and Duber Khwar which are the tributaries of Indus river have installed as well as available capacity of 72 MW, 121 MW and 130 MW respectively.\nSmall hydel power stations (8 in number) have installed capacity of 91 MW and available 40-60 MW, Dargai Hydel Power Station has installed capacity of 20 MW and available capacity of 18 MW, Gomal Zam, has installed capacity of 17.4 MW and available capacity of 8.5 MW\nIssues relating to PEDO also came under discussion and the ministry was directed to convene an internal meeting on the issues between PEDO and NTDC.","domain":"hydraulic_engineering"}
{"url":"https://govjobalert.co.in/deferred-hydropower-project-in-arunachal-pradesh/","date":"2020-07-07T15:16:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593655893487.8/warc/CC-MAIN-20200707142557-20200707172557-00289.warc.gz","language_score":0.8679817318916321,"token_count":208,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__11798428","lang":"en","text":"• The Forest Advisory Committee, the apex body of the Environment Ministry tasked with deciding whether forest land can be diverted for industrial projects, has once again deferred its decision on the Dibang project in Arunachal Pradesh.\n• The project has been delayed for over six years because it required diverting 1,165 hectares of forest in a region of rich biodiversity.\n• The Project is located on river Dibang, in Lower Dibang Valley District of Arunachal Pradesh.\n• The project shall generate 2880MW (12x240MW) power to produce 11223MU of energy in a 90% dependable year. This is the largest ever Hydro Electric Project to be constructed in India.\n• The project envisages the construction of a Concrete Gravity Dam.\n• The dam is 278 metres high and will be the highest dam in India once completed.\nMains Paper 3: Economy\nPrelims level: hydropower project\nMains level: Functions of a hydropower project","domain":"hydraulic_engineering"}
{"url":"https://www.semcogroup.com.au/products/fiori-d-70/","date":"2022-07-06T06:36:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104668059.88/warc/CC-MAIN-20220706060502-20220706090502-00279.warc.gz","language_score":0.6809636354446411,"token_count":129,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__216284248","lang":"en","text":"48 horsepower PERKINS 1104C-44 “FASTRAM” direct fuel injection turbo aspirated diesel engine, mechanical 2-speed gearbox, “Automotive” hydrostatic transmission with variable-displacement pump and automatic variable-displacement hydraulic motor, hydrostatic (ORBITROL type)steering.\nMax power: 64 KW (87 HP) at 2,400 rpm\nGround clearance (under differentials) 285 mm\nFuel capacity (diesel): 90 litres\nSkip capacity struck: 3,000 litres\nSkip capacity heaped (SAE): 4,000 litres","domain":"hydraulic_engineering"}
{"url":"http://www.prodebbrewery.com/pumps.html","date":"2019-07-19T04:26:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195525974.74/warc/CC-MAIN-20190719032721-20190719054721-00156.warc.gz","language_score":0.8211935758590698,"token_count":155,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__176759096","lang":"en","text":"Centrifugal pumps are the workhorse of the brewing industry. These brewery pumps are capable of transferring large quantities of product in a short amount of time. They are typically used for CIP, transferring and filtration.\n- Output: 80 gal/min i.e. 300 lit /hr . and up.\n- Pump head and cart constructed in stainless steel.\n- Special mechanical seal used for the brewing industry.\n- Pump supplied on wheels.\n- Pump motor can also be supplied in a stainless steel housing.\n- Several flow rates available.\n- Sanitary open impeller.\n- TRC fittings available: 1.5,2.3\n- Pump can be supplied with a freq. drive for variable speed control","domain":"hydraulic_engineering"}
{"url":"http://www.scoopnest.com/s/Thebes/","date":"2019-07-19T20:34:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-30/segments/1563195526359.16/warc/CC-MAIN-20190719202605-20190719224605-00056.warc.gz","language_score":0.9263601899147034,"token_count":237,"dump":"CC-MAIN-2019-30","global_id":"webtext-fineweb__CC-MAIN-2019-30__0__55158661","lang":"en","text":"minor flooding continues on the mississippi river at cape girardeau mo and thebes il the good news is that wat\nMinor flooding continues on the Mississippi River at Cape Girardeau, MO, and Thebes, IL. The good news is that water levels are forecast to continue falling. An end to the flood may be in sight around the end of the month into early August.\non the mississippi river water levels are falling though we wish they d fall more quickly thebes will fall int\nOn the Mississippi River, water levels are falling (though we wish they'd fall more quickly!). Thebes will fall into minor flood stage by the middle of next week, but Cape Girardeau will be in moderate flood stage through the end of next week. #ILwx#MOwx\nmajor flooding is occurring on the mississippi river at cape girardeau and thebes crests are expected friday b\nMajor flooding is occurring on the Mississippi River at Cape Girardeau and Thebes. Crests are expected Friday, but with additional heavy rain possible late this week, further adjustments to the forecast are possible. Check the latest forecasts here:","domain":"hydraulic_engineering"}
{"url":"https://serbia-business.eu/serbias-eps-plans-to-rehabilitate-and-add-small-hydro-power-plants/","date":"2024-02-28T05:49:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474697.2/warc/CC-MAIN-20240228044414-20240228074414-00621.warc.gz","language_score":0.9064351916313171,"token_count":196,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__171086462","lang":"en","text":"Elektroprivreda Srbije intends using the proceeds of a loan from the European Bank for Reconstruction and Development for a project to rehabilitate seventeen small hydro power plants (SHPPs) in Serbia, with a combined capacity of 17,8 MW, together with the construction of nine new small hydro power plants on existing dams, with a combined capacity of 14,7 MW (the Project). The proposed project, which has a total estimated cost of EUR 53.5 million equivalent, will require the procurement of the following goods, works and services:\n· Owner’s Engineering services, including design, procurement and supervision;\n· Extensive civil works, including access roads, powerhouse, penstock, intakes and Channels, rehabilitation works of existing facilities;\n· Supply of turbines and associated electromechanical equipment, gates, electrical protection and remote control systems.\nTendering for the above contract is expected to begin in the third quarter of 2011.","domain":"hydraulic_engineering"}
{"url":"https://friendsofbasslake.com/flood-control","date":"2021-09-19T08:48:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780056752.16/warc/CC-MAIN-20210919065755-20210919095755-00108.warc.gz","language_score":0.8392749428749084,"token_count":200,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__176796800","lang":"en","text":"Learning - Educating - Advocating\n** IMPROVEMENTS/UPDATES IN PROGRESS **\nPosition 5 Flood Control\nPrevent flooding while providing more open water.\n(See the water depth tab for pictures of 2003 water level and DNR directives, and the historic battle over water level in 1945.)\n1. Outlet controls\nBass Lake and Twin Lakes now lack controls to maintain water levels during periods of low precipitation. Stable water levels would protect plant and wildlife communities, improve aesthetic qualities of the water body, and may reduce odor-producing growth.\nExample: Curtiss Pond Improvement Project, Falcon Heights 2014\nFeatures: Forecast – based control system, OptiRTC. The system monitors National Weather Service data, and adjusts outlet control to accommodate rainstorm inflows.\nEngineers: Houston Engineering, Inc., Maple Grove, MN\nBelow are pictures of Richfield Lake water level control (weir).\nBelow right is the Bass Lake control.","domain":"hydraulic_engineering"}
{"url":"https://www.kiro7.com/weather/alerts/flood-warning_72395723/907019362?utm_source=homestream&utm_medium=site_navigation&utm_campaign=homestream_click","date":"2019-02-20T17:42:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550247495367.60/warc/CC-MAIN-20190220170405-20190220192405-00052.warc.gz","language_score":0.8403624892234802,"token_count":190,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__92964787","lang":"en","text":"1155 AM PST Sat Jan 19 2019\nThe Flood Warning continues for\nThe Skokomish River near Potlatch\n* Until late tonight.\n* At 11:45 AM Saturday the stage was 16.5 feet.\n* Flood stage is 16.5 feet.\n* Minor flooding is occurring and Minor flooding is forecast.\n* Forecast...The river will crest near 16.5 feet\naround 1 PM Saturday. The river will fall below flood stage this\n* Impact...At 16.5 feet, the Skokomish River will cause widespread\nflooding of pasture lands, with water flowing quickly over West\nBourgault Road and Skokomish Valley Road. The evacuation route will\nbe opened to the west end of the Skokomish Valley Road.\nLAT...LON 4744 12326 4733 12321 4736 12317 4733 12308 4721 12321","domain":"hydraulic_engineering"}
{"url":"https://noorstar.pk/product/vegabar-86/","date":"2023-09-25T17:01:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233509023.57/warc/CC-MAIN-20230925151539-20230925181539-00514.warc.gz","language_score":0.8776640295982361,"token_count":121,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__142574386","lang":"en","text":"For level measurement in wells, basins and open tanks. Maximum sensor length: Cable 250 m, tube 6 m. Can be combined with any other sensor of VEGABAR Series 80 for electronic differential pressure measurement.\nThe VEGABAR 86 is a submersible pressure transmitter for level measurement in wells, basins and open vessels. Thanks to the flexibility through different cable and tube versions, VEGABAR 86 can be used in various applications. The simple connection of VEGABAR series 80 sensors as electronic differential pressure opens new possibilities for the measurement of differential pressures.","domain":"hydraulic_engineering"}
{"url":"http://www.hidasse.gov.et/web/guest/project-status/-/asset_publisher/7yX7/content/damstatus","date":"2014-12-21T16:35:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-52/segments/1418802771716.117/warc/CC-MAIN-20141217075251-00056-ip-10-231-17-201.ec2.internal.warc.gz","language_score":0.9502683281898499,"token_count":255,"dump":"CC-MAIN-2014-52","global_id":"webtext-fineweb__CC-MAIN-2014-52__0__30626150","lang":"en","text":"Current Project Status\nUntill the end 0f April 2013 19.6 % of the the total works of the Grand Ethiopian Reinassance Dam has been completed and the construction is continued twenty four hours day and night to finalise 26 % of the general work till the end of this Ethiopian year . One of the two roller concrit plant is fully installed and started production and the second one is under construction. Geological survey of the main dam area have been done and more than 8 million m2 rocks and soft soil removed with escavation to get the base ground.Most of the escavating works has been already finished and the main Dam concret works started now.Besides the construction of the main dam the sadle dam is building side by side. The temporari divertion of the course of the river is going fast to build part of the main dam on the coarse of the river. Metal materials for the construction are already produced and transporeted to the sight.The diversion of a dam is historical event so that it is as soon as posible to divert the river with imppressive celebration.There are more than 5000 employees and 1200 heavy macheneries and trucks working 24 hours a day with out a rest to complete the dam as the schedule.","domain":"hydraulic_engineering"}
{"url":"https://thesrpskatimes.com/construction-of-he-bocac-2-to-begin-this-year/","date":"2024-04-12T18:09:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816045.47/warc/CC-MAIN-20240412163227-20240412193227-00726.warc.gz","language_score":0.9180358648300171,"token_count":199,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__26783360","lang":"en","text":"The construction of the hydro-power plant “Bocac 2” on the Vrbas River is expected to be realized in the second half of this year. Works worth around 40 million KM will be financed by “Hidroelektrane na Vrbasu”/Hydroelectric power-plants Vrbas.\nThe director of these power-plants, Nedeljko Kesic, said that this facility will be built on the existing hydroelectric dam within “Bocac”. It’s installed capacity will be ten megawatts and will hence have the status of a mini-hydro power plant.\nThe preparation of the detailed design and selection of hydro and electro-mechanical equipment is currently taking place, after this a public tender will be called for the construction of works. If all goes according to plan HE “Bocac 2” should begin operating by the end of 2016.","domain":"hydraulic_engineering"}
{"url":"https://www.10thavebridge.com/project-schedule","date":"2019-09-23T03:17:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-39/segments/1568514575860.37/warc/CC-MAIN-20190923022706-20190923044706-00008.warc.gz","language_score":0.948218822479248,"token_count":88,"dump":"CC-MAIN-2019-39","global_id":"webtext-fineweb__CC-MAIN-2019-39__0__106146784","lang":"en","text":"2018 to 2019 - Design\n2019 to 2021 - Construction\nThe design work for the bridge rehabilitation and water main project will be completed in the spring of 2019. Construction of the water main is expected to begin in late spring 2019, with the new main expected to be in service in March 2020. Bridge construction will begin in the fall of 2019, and will be completed by mid 2021. There will be traffic impacts and detours during construction.","domain":"hydraulic_engineering"}
{"url":"http://lasallecountyhighway.org/","date":"2017-01-23T16:43:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-04/segments/1484560282935.68/warc/CC-MAIN-20170116095122-00409-ip-10-171-10-70.ec2.internal.warc.gz","language_score":0.9308757185935974,"token_count":91,"dump":"CC-MAIN-2017-04","global_id":"webtext-fineweb__CC-MAIN-2017-04__0__120932711","lang":"en","text":"The Flood Advisory continues for\nThe Illinois River at Ottawa\n* Until late Monday Night.\n* At 830 PM Sunday the stage was 462.1 feet.\n* Action stage is 461.0 feet.\n* Flood stage is 463.0 feet.\n* Forecast...The river will continue to fall.\n* Impact...At 462.4 feet...Allen Park entrance threatened and West\nboat ramp is submerged.","domain":"hydraulic_engineering"}
{"url":"https://africanreview.com/manufacturing/water-a-environment/zimbabwe-to-expand-victoria-falls-water-supply-system","date":"2023-12-10T07:45:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679101282.74/warc/CC-MAIN-20231210060949-20231210090949-00196.warc.gz","language_score":0.9462441205978394,"token_count":287,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__277879542","lang":"en","text":"The Zimbabwe National Water Authority (ZINWA) is set to undertake an expansion project on key aspects of the Victoria Falls water supply system\nThe proposed project coincides with the forthcoming UNWTO conference, which is set to be held in August 2013.\nAs part of Zimbabwe's preparations to successfully co-host the UNWTO conference, the project is expected to offer long-term value to the Victoria Falls water supply system.\n\"As council, we discussed the issue of raising water capacity and a new water station was suggested,” said Victoria Falls mayor, Nkosilathi Jiyane.\nAccording to a ZINWA planning manager, the expansion plans will include deepening the existing raw water abstraction channel in the banks of the Zambezi River.\nPlans will also be underway for the construction of a new pump station at the Zambezi and booster pump-stations, while the pumping capacity will be upgraded from the current 900 cu/m per hour to 1,500 cu/m per hour.\n\"Council has since agreed to go-ahead with the project. We are confident that the project would be complete before the UNWTO meeting. But the pump station would be used long after the event is over,\" added Jiyane.\n“Currently, we are planning on a population of 750,000 people and it might grow hence the need of a new pump station.”","domain":"hydraulic_engineering"}
{"url":"https://www.xusplastic.com/foot-valve-x9121-product/","date":"2023-05-28T09:56:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224643663.27/warc/CC-MAIN-20230528083025-20230528113025-00655.warc.gz","language_score":0.7896250486373901,"token_count":467,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__141365257","lang":"en","text":"Foot Valve X9121\nDESCRIPTION: Foot Valve (Baffle Type Cartridge)\nConcept of foot valve\nThe foot valve is also called a check valve. It is a low-pressure flat valve. Its function is to ensure the one-way flow of the liquid in the suction pipe and make the pump work normally. When the pump stops working intermittently for a short time, the liquid cannot return to the water source tank to ensure The suction pipe is filled with liquid to facilitate the start of the pump.\nThe foot valve is divided into:spring foot valve,pump foot valve,water pump foot valve：\nThe foot valve is equipped with multiple water inlets on the valve cover and equipped with a screen to reduce the inflow of debris and reduce the probability of clogging of the foot valve. Although the foot valve is equipped with an anti-clogging screen, the foot valve is generally suitable for cleaning media, and the foot valve is not suitable for media with excessive viscosity and particles.","domain":"hydraulic_engineering"}
{"url":"http://www.hotel-alpendorf.at/en/summer/excursion-destinations/kaprun.html","date":"2013-05-26T09:41:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368706890813/warc/CC-MAIN-20130516122130-00037-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.8567431569099426,"token_count":68,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__51181382","lang":"en","text":"Kaprun High Alpine Reservoirs\nElectric power by water in the reservoir power stationExperience here, how water produces clean sustainable energy. The Mooserboden Reservoir can be reached with modern environmentally-friendly buses and the largest open air inclined lift in Europe.\nThe reservoirs are approx. 50 km away from our hotel.","domain":"hydraulic_engineering"}
{"url":"https://brockmaneng.com.au/projects/article/21/yvw-mernda-reservoir","date":"2023-12-06T14:42:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100599.20/warc/CC-MAIN-20231206130723-20231206160723-00075.warc.gz","language_score":0.8725796937942505,"token_count":90,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__59232870","lang":"en","text":"YVW Mernda Reservoir\nDesign and construction of 13.5Ml welded steel storage tank for potable water.\nProduct(s):Bulk storage facility\nDesign, Fabrication & Construction\nClient(s):Yarra Valley Water\nBrockman Engineering designed and constructed this large fully welded reservoir for YVW, including coatings, electrical, civil tank foundation, access roads, general site civil works & piping.","domain":"hydraulic_engineering"}
{"url":"http://www.apipefitting-china.com/supplier-check-valve-1404516.html","date":"2022-08-09T08:04:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570913.16/warc/CC-MAIN-20220809064307-20220809094307-00111.warc.gz","language_score":0.7690393924713135,"token_count":274,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__151425538","lang":"en","text":"Contact Person: Hellen Qin\nAddress: Yanta Road, Yanshan County,Cangzhou,Hebei\nThe check valve is a valve which automatically opens and closes valve disc depending on the flow of the medium itself, and it is also used to prevent medium from flowing backwards. It is also called single direction valve, no-return valve and back pressure valve.\nFace to Face:DIN3202/EN558-1 F6\nFlange Standard:EN 1092/DIN2533\nMain Material of parts:\nCheck valve is a kind of automatic valve,Main function of check valve is to prevent the reverse flow of the medium, prevent the reversal of the pump and drive motor, and the discharge of the container medium.","domain":"hydraulic_engineering"}
{"url":"https://www.apoorvavalves.com/E300.html","date":"2021-09-27T12:20:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780058450.44/warc/CC-MAIN-20210927120736-20210927150736-00553.warc.gz","language_score":0.8109816312789917,"token_count":92,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__71222788","lang":"en","text":"High flow rate self-priming electric pump with open impeller for diesel fuel transfer applications. The check valve incorporated in the suction port prevents the siphon effect and ensures automatic repriming.\n- Max working pressure: 10 bar\n- Continuous duty with 230 Vac power supply\n- Cast iron impeller\n- IP44 protection\n- 2” In/Out connections\nManufacturers representatives/distributors of Pumps and Valves Contact Us","domain":"hydraulic_engineering"}
{"url":"https://www.swezinmay.com/product/exh-series-submersible-dewatering-pump/","date":"2023-12-06T14:22:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100599.20/warc/CC-MAIN-20231206130723-20231206160723-00190.warc.gz","language_score":0.8283023834228516,"token_count":130,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__296291473","lang":"en","text":"EXH-series Submersible Dewatering Pump\n- Silent operation and almost no vibration when running EXH pumps.\n- Robust structure and compact design with oil motor, double mechanical seal and close impeller for high efficiency.\n- Two (water delivery and extraction) in one economy design. After removing bottom strainer and connect with check valve, it can be applied as landed water pump.\n- Water extracting from streams, lakes, reservoirs, channel water, fishy pond.\n- Water supply and circulation for landscape and water features.\n- Aquaculture and agriculture water pumping and drainage.\n- Hydraulic engineering.","domain":"hydraulic_engineering"}
{"url":"http://www.vaptech.bg/hydro-projects/hydropower-solution-with-vertical-pelton-turbine","date":"2019-03-20T23:16:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912202474.26/warc/CC-MAIN-20190320230554-20190321012554-00211.warc.gz","language_score":0.9200770258903503,"token_count":170,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__143331019","lang":"en","text":"HYDROPOWER SOLUTION WITH A VERTICAL PELTON TURBINE\nVAPTECH presents a hydropower solution based on one vertical Pelton solution with six injectors delivered for HPP Durucasu in Turkey. The project is operating under a net head of 125 m and a maximum discharge of 1 m3/s. The flow is utilized by a vertical Pelton turbine with 6 injectors by VAPTECH at a rated speed of 600 rpm. The total installed capacity for the power plant is 1109 kW\nThe scope of supply includes also butterfly valve DN600 PN16 designed and manufactured by VAPTECH, high pressure units, vertical three phase generator, PLC based automation system with SCADA. In addition VAPTECH provided supervision of installation works and commissioning of the plant.","domain":"hydraulic_engineering"}
{"url":"https://kirkyskoi.co.uk/product/burton-bd-500/","date":"2022-08-12T09:56:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571597.73/warc/CC-MAIN-20220812075544-20220812105544-00461.warc.gz","language_score":0.9079811573028564,"token_count":113,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__79449614","lang":"en","text":"These drums feature 3 x 110mm inlets and 3 x 110mm outlets.\nThe drum filter is fitted with a cover switch, which cuts power to the motor (and UV’s if wired indirectly) when the cover is lifted off.\nOur drum range is suitable for both pump fed and gravity fed systems.\nInstallation height above water level is 25cm.\nSuitable for flow rates up to 55,000lph.\nWash pump included.\nDimensions (WHL) 658 x 740 x 928 (MM)","domain":"hydraulic_engineering"}
{"url":"https://www.roorkeeindustries.in/automatic-water-level-recorder.htm","date":"2019-05-21T16:42:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232256494.24/warc/CC-MAIN-20190521162634-20190521184634-00366.warc.gz","language_score":0.8813016414642334,"token_count":254,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__134096528","lang":"en","text":"The Automatic Water Level Recorder has a data logger capable to record the variation in water level at user’s selectable time interval with date and time stamp. The imported solinst canada make automatic water level recorder ideal for research grade quality measurement at remote locations. The automatic water level recorder is effective for recording of long term water level fluctuations. This non-vented pressure transducer based instrument with logger and battery in a sealed small ss capsule can be easily installed inside a 2” diameter pvc or ms pipe/still well. Automatic water level recorder is also suitable for stream gauging. details raw material used : sssizes available : 0-5/10/20/30/100 meters technical specifications the automatic water level recorder combines a data logger, temperature sensor, pressure transducer, and a 5-year battery in a small, maintenance free, and waterproof stainless steel housing. The levelogger features a non-volatile memory with a capacity of 32,000 sets of temperature and water level data points. Readings are linear at a user-defined interval between 0.5 seconds to 99 hours. Accuracy is 0.1% fs, with a lifetime factory calibration.\n|Product Code||Automatic Water Leve|","domain":"hydraulic_engineering"}
{"url":"http://norwegian.wunderground.com/US/AR/065.html","date":"2013-05-23T04:08:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368702777399/warc/CC-MAIN-20130516111257-00090-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.8672844171524048,"token_count":146,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__66972805","lang":"en","text":"The Flood Advisory continues for the Mississippi River near Arkansas City.\n* Until Saturday afternoon.\n* At 9:00 PM Wednesday the stage was 36.6 feet.\n* Flood stage is 37.0 feet.\n* Forecast... the river will continue slowly falling over the next\n* Impact... at 37.0 feet... the low Silt plain in front of Arkansas City\ninside the levee system begins to flood along with widespread\nbottomland flooding at Huntington Point Mississippi.\nFlood observed forecast 6am crest\nlocation stg stg day time Thu Fri Sat crest time date\nLower Mississippi River\nArkansas City 37 36.6 Wed 09 PM 36.3 35.8 35.2 falling","domain":"hydraulic_engineering"}
{"url":"https://miltonindustries.com/products/miltonr-3-8-x-3-8-fnpt-full-port-ball-valve-s-1094-6","date":"2023-09-27T22:39:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510326.82/warc/CC-MAIN-20230927203115-20230927233115-00044.warc.gz","language_score":0.9153532981872559,"token_count":110,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__321504861","lang":"en","text":"Full port ball valve measures 3/8\" x 3/8\" FNPT. High capacity ball valves are designed for use with compressed air, water or oil. Isolate segments of the system without disrupting service. Ball valve shut-off isolates segments of the supply system without disrupting supply to rest of system. All brass body with plated steel ball, teflon seals and plated 1/4 turn handle. 3/8\" Female NPT with a maximum pressure at 210 F - 260 PSI. Measures 2\" body length.","domain":"hydraulic_engineering"}
{"url":"https://www.alderconstruction.com/jbwrf","date":"2024-04-18T17:35:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817222.1/warc/CC-MAIN-20240418160034-20240418190034-00563.warc.gz","language_score":0.9289171695709229,"token_count":183,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__58056771","lang":"en","text":"CENTRAL UTAH WATER CONSERVANCY DISTRICT CWP VINEYARD GROUNDWATER POLISHING PLANT\nAlder Construction is pleased to be selected for the completion of the Central Utah Water Conservancy CWP Vineyard Groundwater Polishing Plant! The project consists of the construction of a 60 MGD water polishing plant, associated yard piping, residual handling facilities and modifications to the existing office building. The polishing facility will feature a pre-engineered steel\nbuilding and skid-mounted pressure vessels. The project will also include tying into the existing chlorination system and the construction of a new vault for chlorination as well as all other associated piping, HVAC, electrical, paving, site work and other associated items for a complete and functional facility. Construction of the project is anticipated to occur over a 22-month period between April 2023 and February 2025.","domain":"hydraulic_engineering"}
{"url":"https://www.e-fluid.com/en/radial-piston-pumps.html","date":"2023-12-05T08:51:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100550.40/warc/CC-MAIN-20231205073336-20231205103336-00361.warc.gz","language_score":0.8012564778327942,"token_count":251,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__168425195","lang":"en","text":"Radial piston pumps\nThe TR / TRG radial piston pump was designed for the high pressure range up to 10,150 psi and for uncritical, clear media. The pump is available in different versions.\nMoreover, Beinlich offers the product series TRD/TRGD with coated pistons for poorly and non-lubricating media.\nAdditionally, various seals can be assembled to meet the different requirements (triple shaft seal with block chamber, mechanical seal with block chamber or magnetic coupling).\n- Displacements 0.42 up to 42.88 cc/rev\n- Speed 300 up to 2,000 rpm\n- Viscosity 0.4 up to 2,000 mPas\n- Ambient temperature range -30°C up to +60°C\n- Medium temperature / operating temperature -20°C up to +150°C\n- Operating pressure 200 up to 700 bar\n- Test stands\n- High pressure hydraulics\n- High pressure dosing\nAdvantages of the radial piston pumps\n- High pressure range\n- For low viscosity applications\n- Different coatings\n- Wear protection\n- Different sealing options (incl. magnetic coupling)\n- For process applications","domain":"hydraulic_engineering"}
{"url":"https://www.huntercivil.co.nz/eastmans","date":"2023-12-08T16:06:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100762.64/warc/CC-MAIN-20231208144732-20231208174732-00001.warc.gz","language_score":0.9067782163619995,"token_count":325,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__212287786","lang":"en","text":"EASTMANS WETLAND INLET WORKS\nHOON HAY - CHCH\nAnother key aspect of the works at the Eastman’s Inlet was the works associated with managing water flows and ecology management. The works involved creating a temporary diversion of the Hoon Hay Stream to enable the construction of the new structure and earthworks to create the new inlet and outlet channels into the structure.\nOnce the new temporary stream diversion had been put in place and the section of the existing stream cut off, Dr Tanya Blakely and her team from Boffa Miskell completed fish salvage of the stream. Fish salvage was also completed on the temporary diversion channel before decommissioning once the Hoon Hay Stream could flow through the new structure.\nThe project's finishing touches included the construction of a gravel walking/bike track over the top of the concrete structure. Once the wider project has been completed, there will be a series of bike and walking tracks around the stormwater management ponds and structures for the wider public to utilise and enjoy.\nFeb 2020 – Dec 2020\nChristchurch City Council\nThe Eastmans Wetland Inlet works involved the construction of an in-situ reinforced concrete inlet structure and surrounding earthworks. The works formed part of the larger integrated Sutherlands & Eastmans stormwater system providing flood storage and water treatment.\nThe key elements of work included service relocation (power & water), temporary works, dewatering, reinforced concrete construction, gabion baskets, earthworks, landscaping, stop log installation and walkway/cycleway barrier fabrication.","domain":"hydraulic_engineering"}
{"url":"https://huddleston.nz/wholesale/diversitech-nrv38-non-return-valve-3-8/","date":"2023-09-21T21:24:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506045.12/warc/CC-MAIN-20230921210007-20230922000007-00574.warc.gz","language_score":0.7758271098136902,"token_count":108,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__237397749","lang":"en","text":"The non-return check valve can be used with the Little Giant VCMA-20S, VCC-20S and VCL-24S. It is used to provide a connection from the outlet to the braided hose.\n- Opening pressure of 0.08 – 0.1 bar. Maximum working pressure of 1.0 bar.\n1 x Non Return Valve\n- Part Number: NRV38\n- Size: 3/8″","domain":"hydraulic_engineering"}
{"url":"https://sigmafos.com/product/sfvms-series/","date":"2024-04-16T23:45:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817112.71/warc/CC-MAIN-20240416222403-20240417012403-00857.warc.gz","language_score":0.8657671213150024,"token_count":303,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__28113903","lang":"en","text":"C.R.I MVHS pumps are vertical multistage centrifugal type supplied with radial flow impeller for higher pressure application. The inline construction simplifies the piping work and major saving on floor space compare to other type of pumps. Most of the wetted parts in the pumps are made up of corrosive resistant stainless steel material for durability. Inline pumps are powered by totally enclosed fan cooled single phase or three phase motors. All single phase motors are thermally protected. Three phase pumps are supplied with either standard or premium efficiency motors. The control system is made with PLC / Micro controller / VFD for constant pressure, energy saving and fail-safe automatic operation. These systems are supplied as complete package including manifold, pressure vessel, check/gate valves, pressure gauge/ transducer, control panel with VFD/PLC/Micro controller etc.\n- i) Sophisticated water pressure throughout the building round the clock and ensures efficient & constant water pressure management\n- ii) No manual interference to operate the pumping system\n- iii) Low noise and vibration level\n- iv) Reliable automation\n- v) Stainless steel impeller and casings\n- vi) Thermally protected single phase motors\n- vii) Different materials of construction\n- 1) Pressure boosting system for multifamily residences, hotels, offices, healthcare hospitals, villas, theatres, auditorium, industries etc.\n- 2)Industrial washing and cleaning system","domain":"hydraulic_engineering"}
{"url":"https://pattayatoday.net/drainage-work-on-thepprasit-road-in-pattaya-continues-steadily/?amp","date":"2023-02-03T17:11:44Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500058.1/warc/CC-MAIN-20230203154140-20230203184140-00198.warc.gz","language_score":0.9449338316917419,"token_count":182,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__138664425","lang":"en","text":"The 2-year project to improve stormwater drainage on Thepprasit Road is one of Pattaya’s “short-term” projects to reduce flooding.\nRoad works began in November on the 124 million baht project, which is due to be completed by May 2023.\nOnce the project is completed, new drainage pipes will be installed on both sides of Thepprasit Road for six kilometres ending at Sukhumvit Road. The sidewalks will be renovated and power and utility lines will be brought underground.\nSiripol Sriprasart, director of main contractor Phrom Yotakarn Rayong (1993) Co., said Thepprasit Road is being renovated in 200-meter increments to minimize disruption. After a section has been reconstructed, the road section is reopened.\nCatch up on more stories here\nFollow us on Facebook here","domain":"hydraulic_engineering"}
{"url":"https://www.amstechnologies-webshop.com/fs-series-flow-switches-cynergy-3-components-sw10218","date":"2023-09-29T23:32:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510529.8/warc/CC-MAIN-20230929222230-20230930012230-00542.warc.gz","language_score":0.9296729564666748,"token_count":80,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__36150349","lang":"en","text":"This page requires cookies. Do you agree with the usage of cookies?\nInline Flow Switches\nThe FS range of Flow Switches are reed switch based devices which are manufactured in Acetal resin. These switches are designed for use in liquid flow systems up to 10 Bar pressure. Advanced design ensures minimal fluid flow restriction.\nThe fields marked with * are required.","domain":"hydraulic_engineering"}
{"url":"http://journal.probeinternational.org/tag/hidroaysen-project/","date":"2013-12-11T09:09:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1386164033950/warc/CC-MAIN-20131204133353-00095-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.8707407116889954,"token_count":81,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__167908849","lang":"en","text":"Follow Probe International\nSign up today!\nChinese-language Three Gorges Probe\nRead Odious Debts\nTag Archives: HidroAysen project\n(May 10, 2011) Dam projects are drawing increased criticism in South America, which boasts three of the world’s four biggest hydroelectric dam complexes. Chile is pushing forward with a $7 billion dam project. Continue reading","domain":"hydraulic_engineering"}
{"url":"https://www.geauxlafayette.com/under-construction/pinhook-road-overlay","date":"2023-12-09T02:04:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100781.60/warc/CC-MAIN-20231209004202-20231209034202-00299.warc.gz","language_score":0.907933235168457,"token_count":590,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__4698534","lang":"en","text":"Pinhook Road Overlay\nPublic Works Project Number: 1900\nProject Length (miles): 1.2\nParish District: 4, 5\nConstruction Estimate: $2,300,000.00\nProject Cost: $2,500,000.00\nProject Type: Traffic, Roads & Bridges\nThe Pinhook Road Overlay project is a road rehabilitation project that aims to improve the condition and functionality of Pinhook Road from S. College Rd. to E. University Ave. One of the primary components of the project is the improvement of the drainage system along the roadway. The existing storm drain system is in poor condition and no longer functioning efficiently. The existing catch basins and manholes will be removed, and new catch basins and manholes will be installed at strategic locations to improve the flow of stormwater runoff, prevent flooding, and reduce erosion. In addition to the new catch basins and manholes, trench drains will be added to improve drainage along the road. Trench drains are important for efficiently capturing and conveying stormwater runoff. The trench drains will be installed at appropriate locations along the roadway to ensure maximum effectiveness. The project will also include drainage improvements such as the installation of pipes and culverts to channel water away from the roadway. The team will work to minimize disruptions to the community during the construction process by scheduling work during off-peak hours and minimizing lane closures.\nThe graphic below provides a conceptual view of the proposed improvements that will be considered for the project.\nDRAINAGE AND GREEN INFRASTRUCTURE CONSIDERATIONS\nTo address the drainage concerns, the construction team will be removing the existing catch basins and manholes that are in poor condition and replacing them with new ones. This will help to ensure efficient drainage of stormwater runoff and prevent flooding along the road. Furthermore, the project will also replace the existing pipes and install new trench drains to further improve the drainage system along the road. The trench drains will be designed to effectively capture and convey stormwater runoff, reducing the risk of flooding and erosion.\nTo address the green infrastructure concerns, the team will work to incorporate sustainable design practices into the project. For instance, the construction team may consider adding vegetated swales or bio-retention areas to help filter and manage stormwater runoff, promoting healthier soil, and reducing the heat island effect.\nConsiderations have been identified and must be reviewed and potentially addressed. Upon research, very minimal impact to the environment will be done with this project.\n*Note that this is not exhaustive of possible future environmental considerations.\nA preliminary assessment of the project area is provided for the utilities listed below. Potential utility relocation costs will be included in the project budget if the infrastructure is located within the utility’s own servitude.\nRIGHT OF WAY CONSIDERATIONS\nThe current project under consideration does not require any right-of-way acquisition.","domain":"hydraulic_engineering"}
{"url":"https://stellarprojects.co.nz/portfolio-items/ports-of-auckland-stormwater-outfall-project/","date":"2024-04-16T14:39:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817095.3/warc/CC-MAIN-20240416124708-20240416154708-00282.warc.gz","language_score":0.9206830263137817,"token_count":106,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__178750973","lang":"en","text":"Large Tunnelling Project\nStellar Projects is acting in the role of Engineer to the Contract and Project Manager for this signicant Auckland Council project in downtown Auckland. Due to be completed in late 2023, the stormwater project involves installing a new major stormwater outfall pipe under Quay Street and the Ports of Auckland site to the sea. This will then allow repairs to be undertaken on the current stormwater culvert. The resulting improvements will provide flooding resilience as well as allowance for future growth in the city.","domain":"hydraulic_engineering"}
{"url":"http://seaenergies.com/our-technology.html","date":"2023-01-28T23:10:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499695.59/warc/CC-MAIN-20230128220716-20230129010716-00020.warc.gz","language_score":0.9180336594581604,"token_count":100,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__147520986","lang":"en","text":"The device is a floating OWC chamber with a turbine connected to a generator.\nThe air pressure within the chamber increases with the rise of the water level resulting in the flow of air through the turbine. Conversely, as the water level in the column reduces, air is drawn into the chamber. The power take off device, a pneumatic turbine, is uni-\nPictured during testing of SeaEnergies device at Kelvin Hydrodynamics Laboratory","domain":"hydraulic_engineering"}
{"url":"https://qualityelev.com/main/switch/press.htm","date":"2023-03-26T15:04:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296945473.69/warc/CC-MAIN-20230326142035-20230326172035-00572.warc.gz","language_score":0.8322242498397827,"token_count":140,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__255957128","lang":"en","text":"PRESSURE SWITCHES (high and low\npressure) are rated at 5AMPS, circuit SPDT.\nBody 2.4W x 1.25H x 1.25D with 48 leads, maximum pressure\n7500 P.S.I. Steel construction.\nFalling pressure differential less than 10%.\nHigh pressure switch\nCircuit to transfer at 500 P.S.I. (± 25 P.S.I.)\nAdjusting range 45 - 900 P.S.I.\nLow pressure switch\nAdjusting range 15-150 P.S.I.\n250 Volts maximum","domain":"hydraulic_engineering"}
{"url":"https://enniscorthychamber.ie/new-bridge-design-completed/","date":"2024-02-29T12:48:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474808.39/warc/CC-MAIN-20240229103115-20240229133115-00549.warc.gz","language_score":0.9313983917236328,"token_count":176,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__47946586","lang":"en","text":"The detailed design of the new road bridge over the River Slaney to be constructed as Part of the Flood Relief Programme has been completed. It will replace Rafter Bridge which is to be demolished and will be constructed down river of The Riverside Park Hotel. New approach roads to the bridge and a new traffic management plan for the scheme has also been completed, according to the latest update report from Project Engineer, Larry McHale.\nThe tender process for the shortlisting of contractors for the construction of the new road bridge is on-going while tender documents for the construction works in general are currently being prepared.\nMott McDonald is the main Flood Defence Scheme Consultant while Rogan and O’ Donovan is the design consultant for the new road bridge and traffic management plan.\nInformation on the scheme is available on the scheme website: www.enniscorthyfds.ie","domain":"hydraulic_engineering"}
{"url":"http://petromehras.com/petroleum-software-directory/production-engineering-software/anodal","date":"2017-05-24T04:11:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-22/segments/1495463607786.59/warc/CC-MAIN-20170524035700-20170524055700-00251.warc.gz","language_score":0.9231514930725098,"token_count":70,"dump":"CC-MAIN-2017-22","global_id":"webtext-fineweb__CC-MAIN-2017-22__0__15527437","lang":"en","text":"ANodal is a software designed for calculating well and production network pressure system. It used nodal analysis which rely on pressure drops in flow path calculation. It must be useful for production and reservoir engineer to prepare well design and simulation.\nKey features of this ANodal are:\n- Customized well model.\n- Customized network model","domain":"hydraulic_engineering"}
{"url":"https://questionanswers.in/general-knowledge/which-of-the-following-is-a-hydroelectric-power-station/","date":"2024-02-22T19:58:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473824.45/warc/CC-MAIN-20240222193722-20240222223722-00593.warc.gz","language_score":0.9504320025444031,"token_count":90,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__8396230","lang":"en","text":"Subarnarekha Hydroelectric Power Project is erected in the Ranchi district in the state of Jharkhand, India. The hydel project is commissioned in 1977 with a total installed capacity of 130 Megawatt. The type of project is Major, since its capacity is above 25 MW. The hydroelectric status of plant is running successfully. The source of water for generation of power in the plant is Subarnarekha River.","domain":"hydraulic_engineering"}
{"url":"https://supply.unicef.org/s0009090.html","date":"2024-04-18T13:03:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817206.54/warc/CC-MAIN-20240418124808-20240418154808-00432.warc.gz","language_score":0.8820887207984924,"token_count":402,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__55896669","lang":"en","text":"Heavy duty pump for dewatering, capable of handling water with small\nsolids in suspension.\nIndicative Price 3,512.99 USD\nHeavy duty pump for dewatering, capable of handling water with small solids in suspension.\nSubmersible dewatering pump capable of delivering 250 litres/minute at 15 meter head.\nThe pump is made of cast iron construction body and impeller with stainless steel rotating assembly and removable steel strainer. The outer faces of the pump are coated with a high thickness, corrosion resistant epoxy paint. Stainless steel could be used for the pump casing instead of the cast iron, while the base and impeller is of cast iron.\nThe impeller is an open type capable of handling 25 mm solids. The pump has a top outlet or otherwise is supplied with 90º elbow with a minimum outlet size of 75 mm. The pump is supplied with suitable fitting to adopt a hose of 75 mm diameter.\nThe submersible motor is of high efficiency, dry operating type and rated for continuous operation with overload protection; it functions using 230 V, 50 Hz, Triple phase, AC power supply.\nSingle phase motor option is also available. In case that option is required, it has to be clearly specified by the requesting office.\nThe pump is capable of constant operation at 50ºC ambient temperatures; it is supplied with thermal protection.\nThe pump is supplied with 20 meters electrical cable\nThe pump is approved by a recognized independent testing laboratory.\nPackaging and labelling:\nThe pump is packed in a strong wooden box suitable for shipping.\nInstructions for use:\nThe pump is suitable for draining ponds, pools and in excavations for various construction sites; it can handle small solids in suspension.\n|There are no attributes assigned to this product","domain":"hydraulic_engineering"}
{"url":"https://www.arabfund.org/Default.aspx?pageId=359&pId=2073","date":"2022-01-25T10:49:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304810.95/warc/CC-MAIN-20220125100035-20220125130035-00353.warc.gz","language_score":0.9060176014900208,"token_count":1026,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__202586739","lang":"en","text":"Republic of Sudan\nUpper Atbara and Setit Dams Complex\nDams Implementation Unit\nKD 443.7 million\nKD 50.0 million\n37 semi-annual installments\n7 years following the first disbursement\nThe project aims at regulating and exploiting the Upper Atbara and Setit rivers' water by constructing two interconnected dams at Rumela and Burdana sites and two hydroelectric power plants, to help foster development of the Eastern Region of the Republic of Sudan through boosting the agriculural production and expanding the hydroelectric power generation capacity. The additional water regulated by the dam's reservoir will be used to intensify the existing agricultural production in the New Halfa area, presently irrigated from the existing Gashm El-Girba dam, and to develop irrigated agriculture in the Upper Atbara area.\nThe project, which is expected to be completed at the begining of the the third quarter of the year 2015, consists of the following major components:\nRumela and Burdana Dams:\nThis includes the construction of two interconnected dams with a total crest length of 13 km and two hydroelectric power plants in a site located 80 km south of the existing Gashm El-Girba dam on the main Atbara river. The two dams will impound a reservoir with a storage capacity of 3.7 billion m3. This component includes:\na. Construction of Rumela Dam: This includes the construction of an earth fill dam and its appurtenant structures on the Upper Atbara river consisting of an impervious core earth fill dam section across the river, and two homogenous earth fill sections in the river banks with an earth fill dyke in the left bank. The dam, including the dyke, has a crest length of 6.4 km and a width of 10 m, and a maximum height of 55 m above the foundation. The appurtenant structures include a spillway with bottom outlet, a water intake and a hydroelectric power plant. The construction of the dam includes preparatory, civil and hydromechanical works.\n- b. Construction of Burdana Dam: This includes the construction of an earth fill dam and its appurtenant structures on the Setit river consisting of an impervious core earth fill dam section across the river, and two homogenous earth fill sections in the river banks with an earth fill dyke, in the right bank. The dam, including the dyke, has a crest length of 6.6 km and a width of 10 m, and a maximum height of 50 m above the foundation. The appurtenant structures include a spillway with bottom outlet, a water intake and a hydroelectric power plant. The construction of the dam includes preparatory, civil and hydromechanical works.\nHydroelectric and Electric Works:\na. Rumela Power Plant: This includes a 320 MW hydroelectric power plant consisting of four identical vertical Kaplan turbines, with a rated capacity of 80 MW each and a head of 40 m, a flow rate of 250 m3/s, and four generators. It also includes four power transformers and an auxiliary transformer, a 220 kV switchyard, control and protection systems, and other accessories, along with a double circuit 33 kV transmission line to link the Burdana plant to the Rumela plant.\n- b. Burdana Power Plant: This includes a 15 MW hydroelectric power plant consisting of three Kaplan tubular turbines with a rated capacity of 5 MW each, and a head of 13 m, a flow rate of 60 m3/s, and three generators. It also includes step-up transformers, one auxiliary transformer, a medium voltage switchyard, control and protection systems, and accessories.\nThis includes the consultancy services required to review previous studies and designs, and the preparation of detailed design and construction drawings for Rumela and Burdana dams with the two power plants, as well as supervision of project construction.\nLand Expropriation and Resettlement:\nThis includes land acquisition, compensation for properties, and resettlement of 138 thousand inhabitants affected by the construction of the project.\nThis includes the establishment of a project management unit within the Dams Implementation Unit, which will administer the implementation of the project.\nThe Arab Fundís loan covers about 11% of the total project cost. The Governments of Algeria and China contribute to the financing of the project with loans equivalent to about KD 24.3 million (about 5%) and KD 29.2 million (about 7%), respectively. It is also expected that Arab financial institutions will contribute to the financing of the project. The Government of Sudan will cover the remaining cost of the project and any additional cost that may arise.","domain":"hydraulic_engineering"}
{"url":"https://professionalgrow.se/no/produkt/hailea-hx2500-circulation-pump/","date":"2023-10-03T00:07:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511023.76/warc/CC-MAIN-20231002232712-20231003022712-00563.warc.gz","language_score":0.8927293419837952,"token_count":183,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__148340032","lang":"en","text":"Hailea HX2500 Water Pump is a submersible water pump with a fixed flow of 650l/h.\nIt can be used in both small and medium-sized hydroponic systems.\nPerfect for use in both fresh and salt water, it has suction cups for easy installation.\nThe outlet of the pump is equipped with a Venturi connection that mixes the water and also oxygenates the solution a little bit in the system or tank.\nAlso suitable for the construction of hydroponic systems, small ebb and flow systems and NFT systems.\n* Lifting height 1.3m\n* 1.6 bar.\n* Output for hose about 14,5mm.\n* Suitable for hose with 16/13mm connection.\n* Adapter to 19mm. slang.\n* 1 year warranty.","domain":"hydraulic_engineering"}
{"url":"https://scout.lib.utk.edu/subjects/893","date":"2023-03-28T23:54:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296948900.50/warc/CC-MAIN-20230328232645-20230329022645-00782.warc.gz","language_score":0.8310499787330627,"token_count":120,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__43899021","lang":"en","text":"Norris Dam (Tenn.) -- Pictorial works.\nSubject Source: Local sources\nFound in 2 Collections and/or Records:\nNorris Dam Construction Photograph\nA single photograph depicting the Norris Dam during construction.\nDates: circa 1933-1936\nNorris Dam Photos\nThis collection contains photographs documenting the construction of Norris Dam, the first dam built by TVA, between 1933 and 1936.\nDates: 1933 October 12-1936 November 25","domain":"hydraulic_engineering"}
{"url":"https://rotechpumps.com/RVMS-Series-Vertical-Multistage-Centrifugal-Pumps.htm","date":"2021-08-02T22:08:37Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046154385.24/warc/CC-MAIN-20210802203434-20210802233434-00013.warc.gz","language_score":0.8335263729095459,"token_count":237,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__66067286","lang":"en","text":"RVMS pumps are stainless steel vertical Multistage pumps available in wide ranges and size. Pumps are supplied with 150# and 300# ANSI flanges.Download\nRVM type pump is used for pumping non-corrosive liquid, while RVMS/RVP type pump is suitable for pumping slightly corrosive liquid. RVM Pump is provided with cast iron base & cast iron Flange connections, while RVMS is provided with standard cast iron base & Stainless Steel Flange connections. RVP is provided with standard cast iron base & Stainless Steel NPT threaded connections.\n- Water supply: Water filtration,transporting liquid to Water works, pressure boosting of main line, Pressure boosting in High-Rise buildings.\n- Industrial: Pressure boosting, Process flow water system, cleaning system, high-pressure washing system, fire-fighting system.\n- Industrial Liquid transfer, HVAC, boiler feed water application, condensing system.\n- Water treatment: Ultrafiltration system, reverse osmosis system, distillation system, separator, swimming pool.\n- Irrigation: Farmland irrigation, spray irrigation, dripping irrigation.","domain":"hydraulic_engineering"}
{"url":"http://www.powr-quik.com/hydraulic-starters/hsv-223-hsv-224/","date":"2024-04-22T14:57:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818312.80/warc/CC-MAIN-20240422144517-20240422174517-00031.warc.gz","language_score":0.8546539545059204,"token_count":186,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__192000659","lang":"en","text":"Hydraulic Starters HSV-223 and HSV-224 have a dedicated hydraulic gear motor which integrates the ‘soft start’ in the back cover of the motor. Both starters are sharing the same components with the exception of the hydraulic gears and the hydraulic motor housing.\nFrom specifications stand point, HSV-224 can start engines with displacements* from 10 liters to 49 liters as long as the flow and pressure available meets the hydraulic starter HSV-224 specifications.\nFor low flow availability applications, the smaller hydraulic starter HSV-223 can be used with engine displacements* between 10 liters and 30 liters.\nOur HSV-223 and HSV-224 are designed with universality in mind fitting most of the engines available in the market with one part number (consult factory for proper match).\nWeeping holes and case drain protections are standard for PRQ hydraulic starters","domain":"hydraulic_engineering"}
{"url":"https://nepaliheadlines.com/power-generated-chameliya-project-fed-132-kv-transmission-line/","date":"2024-02-21T19:06:51Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473524.88/warc/CC-MAIN-20240221170215-20240221200215-00143.warc.gz","language_score":0.9706897139549255,"token_count":111,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__131234421","lang":"en","text":"23 Nov, Darchula: Power generated from Chameliya Hydropower Project has been fed to the 132-KV transmission line linking Attariya sub-station of Kailai from Balanch of Darchula from today.\nConstruction task of the 30-MW project was started since 2007, said project Chief Ajay Dahal.\nThe project was constructed at a cost of more than Rs 10.50 billion. The project had started its test transmission from mid-September. It was constructed at the investment of the government. RSS","domain":"hydraulic_engineering"}
{"url":"https://www.sam.biz/projects/ft-patrick-henry-dam-stormwater-facilities-mapping/","date":"2023-06-03T11:54:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224649193.79/warc/CC-MAIN-20230603101032-20230603131032-00743.warc.gz","language_score":0.9401004314422607,"token_count":269,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__161654836","lang":"en","text":"Home//Portfolio//Ft. Patrick Henry Dam Stormwater Facilities Mapping\nFt. Patrick Henry Dam Stormwater Facilities Mapping\nFt. Patrick Henry Dam, Tennessee\nSAM (formerly as HALIS) was contracted to provide simultaneous LiDAR and Imagery acquisition of the Fort Patrick Henry Dam and downstream area. SAM contracted with a survey firm to provide field surveys to be utilized in the calibration of LiDAR data and triangulation of imagery.\nData Acquisition for this project included close coordination with dam personnel to ensure that acceptable downstream water levels were achieved. In order to fly with water as low as possible, SAM alerted dam personnel before flight window so that the dam could be closed. Once the dam was closed, data acquisition had to be completed within a four-hour window, starting 20 hours after closure. SAM completed one flight utilizing a helicopter platform for high density dam scan to be utilized in the construction of a 3D model, and a second fixed wing flight during low water conditions to be utilized in the generation of 1′ contour data and color orthophotography.\nProject deliverables included DTM and 1′ contours in CADD format, 3D model of the dam in CADD format, orthophotography in TIFF format, and LIDAR Accuracy report in PDF format.","domain":"hydraulic_engineering"}
{"url":"http://hrmetrics.info/metal-drain-grate/","date":"2019-11-20T07:22:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-47/segments/1573496670512.94/warc/CC-MAIN-20191120060344-20191120084344-00446.warc.gz","language_score":0.7363768815994263,"token_count":381,"dump":"CC-MAIN-2019-47","global_id":"webtext-fineweb__CC-MAIN-2019-47__0__41410655","lang":"en","text":"metal drain grate cast iron drain grate for public spaces impu c250 custom metal drain grates.\nmetal drain grate drain grate cover cast iron covers eight manufacturers recall pool and in ground spa due to outdoor drain covers grate metal drain grates nz.\nmetal drain grate drainage grating polymer concrete channel cover board steel drain grate covers decorative gutters drain grate metal drain grates channel.\nmetal drain grate metal drainage grate square catch basin grate galvanized steel outdoor metal drain grates outdoor metal drainage metal drain grates for driveways.\nmetal drain grate cast iron drainage grates view in gallery iron age design cast metal grates decorative drain grate metal drain grating singapore zoo.\nmetal drain grate cast iron drain grate cover mini channel trench drain kit w slotted brick red grate drainage cast iron drain grate outdoor metal drain grates.\nmetal drain grate customized ductile cast iron drain gratesen124 ductile cast iron rain grate for drainage parking lot metal drain grates.\nmetal drain grate steel grate material out door drain metal storm drain grates grate drain steel grating drain cover metal drain grating singapore airlines.\nmetal drain grate drain grate metro rnd render metal drainage grates for driveways.\nmetal drain grate mild steel heavy duty steel grating 75mm x 6mm metal drain grates steel bar grating decorative metal drain grates.\nmetal drain grate dg7usb 7 inch square plastic universal drainage grate black metal drain grate home depot.\nmetal drain grate drain grate lowes trench drain showers shower trough drain walk in with linear placement drains home outdoor metal drain grates.\nmetal drain grate outdoor metal trench drain grates corrosion resistant steel grating drainage round sale steel drain covers grates.\nmetal drain grate metal grate drain metal drain grate stock image metal drain grating singapore square cast iron drain metal grate drain metal drain grates round 8.","domain":"hydraulic_engineering"}
{"url":"https://ceb.lk/news_detail/50/en","date":"2020-08-12T03:24:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-34/segments/1596439738864.9/warc/CC-MAIN-20200812024530-20200812054530-00081.warc.gz","language_score":0.9331461787223816,"token_count":274,"dump":"CC-MAIN-2020-34","global_id":"webtext-fineweb__CC-MAIN-2020-34__0__13569112","lang":"en","text":"Moragolla Hydropower Project is the final large scale hydropower project to be built on the Mahaweli River in Sri Lanka. The Asian Development Bank (ADB) and Ceylon Electricity Board (CEB) provide financial assistance for this project. This power plant is the newest member of the eco-friendly hydropower family, which will generate 30.5 MW power to the national grid contributing about 100 million units (100 GWh) of electrical energy annually.\nPreliminary construction work of the project is now at the final stage and the main civil works related to the construction of the dam, tunnel, power house, etc. is in progress now.\nMechanical & Electrical facilities contract of the project was awarded to Dongfang Electric International Corporation (DEC) of China. The contract agreement for this was signed between Ceylon Electricity Board and Dongfang Electric International Corporation on June 30, 2020 at CEB Headquarters, Colombo.\nCEB Chairman Eng. Vijitha Herath, Vice Chairman Mr. Y G I Saman Kumara, AGM (Projects) Eng. M. R. Ranatunga, Project Director Eng. H D C Jayaratne and other higher officials of the CEB and Project Coordinator Mr. Xiang Zhen from Dongfang Electric International Corporation were present for this occasion.","domain":"hydraulic_engineering"}
{"url":"http://truezimba.com/2018/04/29/gwayi-shangani-dam-project-takes-off/","date":"2019-06-17T04:51:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560627998376.42/warc/CC-MAIN-20190617043021-20190617065021-00403.warc.gz","language_score":0.9515306949615479,"token_count":237,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__41670457","lang":"en","text":"Gwayi-Shangani Dam Project Takes Off\nImage Credits: The Herald\nImplementation of the Gwayi-Shangani Dam project in Matabeleland North Province has resumed following the allocation of resources by Treasury, President Mnangagwa said yesterday. A major component of the National Matabeleland Zambezi Water Project (NMZWP), the Gwayi-Shangani Dam project has been in limbo for years due to lack of funding.\nThe project requires an estimated $53 million.\nPresident Mnangagwa told thousands of people as he officially opened the 59th edition of the Zimbabwe International Trade Fair (ZITF) that the dam project was significant in power generation as well as water supplies for the region.\n“The construction of the Gwayi-Shangani Dam has resumed in earnest following the requisite budgetary allocation, and is expected to generate power and also increase water supply and availability to the region,” said the President.\nLast month, President Mnangagwa pledged to ensure the project was completed by next year, as well as speed up other outstanding projects in Matabeleland.","domain":"hydraulic_engineering"}
{"url":"https://proveng.com/projects/detail/safe-harbor-dam/","date":"2023-01-30T05:30:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499801.40/warc/CC-MAIN-20230130034805-20230130064805-00128.warc.gz","language_score":0.9561626315116882,"token_count":179,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__184031080","lang":"en","text":"Safe Harbor Dam\nThe Safe Harbor Dam is a concrete gravity dam on the lower Susquehanna River with an associated hydroelectric power station.\nAfter the failure of an existing concrete skimmer wall spanning nearly 50 ft., Providence was asked to design a replacement wall. In addition to accounting for design loads such as differential water levels, ice, wind, earthquake, waves and debris, maximum wall thickness and wall weight were factored into the design due to load restrictions during installation. To satisfy all constraints, the final design consisted of (3) 8 ft. tall stackable wall segments of steel channel frames with upstream and downstream plated faces. Connections to support piers on either end were designed to be ‘breakaway’; therefore, if loads in excess of design loads are ever encountered, the connections will fail, but the wall and piers will remain intact and reusable.","domain":"hydraulic_engineering"}
{"url":"https://shop.water-services.us/products/kss47-5-480vac-60hz-3ph-10-hp-20-meter-cable-ss304-submersible-drainage-pump","date":"2023-09-27T21:26:10Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510326.82/warc/CC-MAIN-20230927203115-20230927233115-00723.warc.gz","language_score":0.8692259192466736,"token_count":185,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__274032326","lang":"en","text":"KSS 47.5 480VAC,60HZ,3PH 10 HP 20 meter cable SS304 SUBMERSIBLE DRAINAGE PUMP\nKSS series has compact design, high performance and exceptional durability for handing abrasive liquid. widely used in general construction and civil engineering.\nThe body of motor and pump is made of rigid cast iron or stainless steel for long-lasting durability. Greatly increased maximum submersion depth due to mechanical seal resistant to high pressure. Semi-open impeller made of high chrome alloy match with wear plate (ductile iron) achieves superior durability.\nEffective motor cooling due to discharge channel cast as part of the motor housing.\nDischarge 50mm(2\") to 150mm(6\"),motor 0.25kW (0.35HP) to 11 kW (15HP).\nHermetically sealed motor equipped build-in thermal protection.","domain":"hydraulic_engineering"}
{"url":"http://io9.gizmodo.com/the-biggest-hydroelectric-power-stations-ever-built-1542084132","date":"2016-05-28T04:08:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-22/segments/1464049277313.35/warc/CC-MAIN-20160524002117-00201-ip-10-185-217-139.ec2.internal.warc.gz","language_score":0.8907047510147095,"token_count":478,"dump":"CC-MAIN-2016-22","global_id":"webtext-fineweb__CC-MAIN-2016-22__0__61660197","lang":"en","text":"Of all the world's power sources, the most amazing might be the sheer force of water under pressure. Seeking to harness this incredible capacity, humans have built massive structures, monuments to engineering skill and brilliance. Here are the largest hydroelectric power stations of all time.\nThe 7,661 ft (2,335 m) long Three Gorges Dam in Sandouping, Yiling,Hubei, China, with a total electric generating capacity of 22,500 MW, opened in 2008 after fourteen years of construction.\nThe 25,981 ft (7,919 m) long Itaipu Dam on Paraná River, on the Brazil-Paraugay border, with a capacity of 14,000 MW, constructed between 1970 and 1984\n(via Wikimedia Commons and Jorge Saenz/AP)\nThe 24,364 ft (7,426 m) Guri Dam on the Caroni River, Venezuela, with a capacity of 10,235 MW, constructed between 1963 and 1978\nThe 8 miles (12.5 km) long Tucuruí Dam on the Tocantins River, Tucuruí County, Pará, Brazil, with a capacity of 8,370 MW. Phase I completed in 1984, and the Phase II will be done in the late 2010s\nThe 5,223 ft (1,592 m) long Grand Coulee Dam on the Columbia River, Washington, constructed between 1933 and 1942 with two power plants. A third was added between 1967 and 1974. Its total capacity is 6,480 MW.\nThe 2,785 ft (849 m) long Longtan Dam, a roller-compacted dam on the Hongshui River, Guangxi Zhuang Autonomous Region, China, planned since the 1950s, but constructed between 2001 and 2009. Its capacity was increased to 6,426 MW in 2009.\nThe 3,497 ft (1,066 m) long Sayano-Shushenskaya Dam on the Yenisei River, near Sayanogorsk, Russia, opened in 1978, with a total installed capacity of 6,400 MW.\nThe 3,494 ft (1,065 m) long Krasnoyarsk Dam on Yenisey River, Russia, supplies 6,000 MW of power, opened in 1972\n(via Wikimedia Commons)","domain":"hydraulic_engineering"}
{"url":"https://www.insaf.pk/tabdeeli-ka-safar/daral-khwar-hydropower-station-366-mw-successfully-connected-national-grid","date":"2024-02-22T08:34:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473735.7/warc/CC-MAIN-20240222061937-20240222091937-00512.warc.gz","language_score":0.8962144255638123,"token_count":81,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__99783387","lang":"en","text":"- The project is located in the District Swat on the right tributary of the Swat River.\n- The project area is accessible by road at a distance of 185 km from Peshawar.\n- The installed capacity of the project is 36.6 MW. The annual clean energy production is 154 GWh.\n- The project will generate 1.2 billion revenue for the Provincial Government.","domain":"hydraulic_engineering"}
{"url":"https://investinmanipur.nic.in/energy.htm","date":"2019-11-17T20:51:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-47/segments/1573496669276.41/warc/CC-MAIN-20191117192728-20191117220728-00437.warc.gz","language_score":0.9267512559890747,"token_count":1056,"dump":"CC-MAIN-2019-47","global_id":"webtext-fineweb__CC-MAIN-2019-47__0__199876180","lang":"en","text":"Manipur is richly endowed with considerable Hydro Power\nPotential. However, barely 108.2 MW has been harnessed in the form of one medium project and micro projects. The Loktak Hydro Electric Project (3x35 MW) commissioned in 1984 is so far the main source of power supply in the State.\nGovernment has so far been following the guidelines and policy of Government of\nIndia for power generation programmes to be implemented by the Private Sector\nUnits. In addition to the Fiscal and Promotional incentives of the Govt. of\nIndia for participation by Private Sector Institutions/ Companies in the\ngeneration and supply from generating stations the State Government is making\npreparation to frame a policy of its own to further facilitate private\nparticipation and investment in the field of Generation, Transmission and\nDistribution. The Government has given top priority consideration on generation\nto develop hydro power potential as one of the major industries. It has decided\nto invite private investors in the Generation industry.\nThe Government of Manipur\nwelcomes private participation in the following projects:-\nproject is located near Tamenglong Khunjao in Tamenglong District, Manipur at a\ndistance of about 21 Km from Tamenglong District Head Qtr. It is a storage\nscheme and aims to utilize the inflow of Barak River. The project envisages\nconstruction of a 122m high concrete gravity dam having a gross storage of\n921.30 M Cum. The catchment area of the river at dam site is 2449 Sq. Km. A head\nrace tunnel having a diameter of 7.5 m and 6.5 Km long is to be constructed to\ntake the water from the reservoir to the Power House. The proposed Power house\nshall be having an installed capacity of 190 MW with two units of 95 MW each.\nThe Project has also other components like spillway with a discharging capacity\nof 12145 cumecs, intake tunnel of 7.5 m dia., a 143 m high surge shaft of 18 m\ndia. And two nos. of penstocks each having 4.4 m dia. PFR of the project has\nbeen prepared and is readily available. Survey and Investigation work is yet to\n2. Irang HE-Project:\nproject site is located near Taobam village on NH-53 in Tamenglong District. It\nis a storage scheme and envisages construction of a 104m high earthen Dam across\nIrang River. The power house to be constructed at the toe of the dam shall be\nhaving an installed capacity of 60MW with 4(four) units of 15MW each. Survey\n& Investigation of the project is presently in the advance stage.\nFormulation of DPR of the project is targeted during 2010-11.\nproject site is located near Dailkhai village in Thanlon Sub-Division of\nChurachandpur District. It is a storage scheme and aims to utilize the inflow of\nTuivai River, a tributary of Barak. The project envisages construction of 110m\nhigh earthen dam with a gross storage of 380.80M cum. The proposed power house\nto be constructed at the toe of the dam shall be having an installed capacity of\n51 MW with three units of 17 MW each. Survey and Investigation of the project is\nexpected to be completed during 2011-12 and its DPR shall be formulated during\nthe same year.\n4. Nungleiband HE\nproject is proposed to be taken up near Nungleiband village in Tamenglong\nDistrict. It is a run off the river scheme and aims to utilise the tail race\ndischarge of existing Loktak HE Project and the inflow of Leimatak River which\nis a tributary of Barak River. The project envisages construction of a 28m high\nbarrage and 14m long head race tunnel. The power house shall be having an\ninstalled capacity of 70 MW with two units of 35MW each. The annual energy\ngeneration is 363.95 M U. The total project cost is Rs.7200.40 million\napproximately based on June 2007 Price Level. The generation cost works out as\nRs. 3.30 per unit.\n5. Khongnem Chakha\nproject is located near Maram Centre in Senapati District, Manipur. It is at the\nupper reach of the Barak River. The project envisages construction of a 52 m\nhigh concrete gravity dam and 15 Km long head race tunnel of 3.5 m diameter. The\npower house shall be having an installed capacity of 67 MW with two units of\n33.5 MW each. PFR of the project has been prepared and the Survey and\nInvestigation is yet to be started. In addition, the State also has taken up\nirrigation projects with power generation component, like Thoubal Multipurpose\nproject, which has 7.5 MW power components. Companies may consider collaborating\nwith the State Government to tap the power from such projects.","domain":"hydraulic_engineering"}
{"url":"https://va-tekniksodra.se/2018/07/1d-2d-modeling-of-the-open-stormwater-system-of-augustenborg-using-mike-flood-by-dhi/","date":"2024-04-23T18:00:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818732.46/warc/CC-MAIN-20240423162023-20240423192023-00375.warc.gz","language_score":0.812728762626648,"token_count":399,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__72764681","lang":"en","text":"Vi ger ut 8-9 nyhetsbrev varje år med aktuella händelser inom VA-teknik Södra: reportage, forskningsprojekt, publikationer, events, nytt om namn och tips om spännande saker på gång. Publicerade/tidigare nyhetsbrev kan du läsa här.\nBeatrice Nordlöf (2016)\nPrecipitation extremes are predicted to increase in magnitude and frequency due to the impact of climate change. This poses a challenge to the urban drainage systems, as they will have to be able to cope with increased stormwater volumes in the future. (Zhou, 2014). This project focus on the area of Augustenborg in Malmö in southern Sweden, where an open stormwater system has been constructed to improve the areas capacity to handle heavy rainfall events.\nIn this project, the hydraulic modeling software MIKE FLOOD by DHI will be used to develop a coupled 1D-2D model of the Augustenborg stormwater system. Flow in the pipe network, ow in the drainage channels and runoff from effective impervious surfaces is modeled in the 1D model. Overland ow and infiltration on previous surfaces is modeled in the 2D model. The two models are dynamically coupled, allowing for ow ow to be exchanged between the two models throughout\nthe simulation. The model is calibrated against ow measurements from the Augustenborg area. The model could be calibrated in 3 out of 4 measurement points. The results show that runoff is accumulating on surfaces intended to be flooded. The model can thus reproduce ow in the drainage network as well as overland flow, and can produce pedagogical inundation maps. The developed model can be used for future studies of the Augustenborg area.\nDownload the complete report here.","domain":"hydraulic_engineering"}
{"url":"https://rjseducation.tech/web-stories/10-largest-power-stations-in-the-world/","date":"2023-03-24T15:14:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296945287.43/warc/CC-MAIN-20230324144746-20230324174746-00605.warc.gz","language_score":0.9690243601799011,"token_count":593,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__244389615","lang":"en","text":"Himanshi singh May 19, 2020\nThe Three Gorges dam in China is the largest power station in the world. It can produce 22,500 Megawatts of energy, the most of any power plant on Earth. The dam spans the Yangtze River in central China, just downstream from the Three Gorges. On average, the plant produces 95 TWh of electricity per year.\nThe power station with the second greatest energy production capacity is the Itaipu Dam, which sits along the border between Brazil and Paraguay. The Paraná River powers the dam, which has a power generation capacity of 14,000 Megawatts.\nThe Xiluodu Dam on China's Jinsha River Valley is the third largest power station on Earth. The dam measures 278 meters tall and 698 meters long. It sits between the counties of Leibo and Yonshan and is both a power generator, irrigation system, and flood water control.\nThe Belo Monte Dam, formerly called the Kararaô dam, is the fourth largest power station in the world. This hydroelectric dam is located in Pará, Brazil, along the Xingu River. The dam has 18 turbines and was completed in 2019.\nThe Guri Dam first underwent construction in 1969 and was completed in 1986. It was built on the Caroní River in the eastern part of Venezuela. The power station has a capacity of 10,235 Megawatts.\nThe Wudongde Dam is another large hydroelectric dam in China. It is located on the Yangtze River's upper section. It spans part of the Sichuan and Yunnan provinces in southwest China. The power station has a capacity of 10,200 Megawatts.\nThe Jebel Ali Power Plant is a combination oil and gas-powered CCGT plant. It is located in Dubai, UAE, along the Persian Gulf near the Jebel Ali port. The plant itself is a power complex that contains nine different plants across a distance of some three kilometers.\nThe Tucurui Dam is a hydroelectric power plant located in Pará, Brazil, on the Tocantins River. It is a large-scale concrete gravity dam with an installed capacity of 8,370 megawatts. The dam was the first of its kind to be built in the Amazon rainforest.\nThe Jinquan Wind Power Base, also known as the Gansu Wind Farm, is located in the desert of the Gansu province of China. The power base consists of multiple large wind farms and some 92,000 wind turbines, which have a combined capacity of 7,965 megawatts\nThe Kori Nuclear Power Plant is the 10th largest power station in the world and has a capacity of 7,489 megawatts. It is located in Busan, South Korea, and is actually the largest fully operational nuclear generating station in the world\nThanks For Reading","domain":"hydraulic_engineering"}
{"url":"https://vvn.com.vn/product_cats/check-valves-and-angle-valves/","date":"2024-02-22T23:18:19Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473871.23/warc/CC-MAIN-20240222225655-20240223015655-00879.warc.gz","language_score":0.9341338276863098,"token_count":169,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__85306304","lang":"en","text":"Gate valve is a valve with the disk moving vertical with the centre-axis of valve seat when it works. It’s mainly used in connecting and stoping water in resident, house hold. External force required for opening and closing. Forged brass construction, maximum pressure tested: 30 bar.\nBrass Angle Valve is a manually operated valve with its outlet opening oriented at right angles to its inlet opening. It is used for regulating the flow of a fluid in a pipe, mostly used in installing water meter.\nBrass Swing Check Valve is an automatic self-acting valve that allows flow in one direction only. Brass swing check valves are suitable for a variety of domestic and industrial applications up to 100°C\nGarden tap, used for opening and closing water for resident, household. Forged brass with chrome plated.","domain":"hydraulic_engineering"}
{"url":"http://www.elxis.gr/?page_id=856&lang=us","date":"2018-05-21T06:59:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-22/segments/1526794863967.46/warc/CC-MAIN-20180521063331-20180521083331-00024.warc.gz","language_score":0.8608168363571167,"token_count":98,"dump":"CC-MAIN-2018-22","global_id":"webtext-fineweb__CC-MAIN-2018-22__0__192763461","lang":"en","text":"Project title: Design of Havria Dam in Halkidiki\nProject owner / Employer: Ministry of infrastructures\nKind of services: Preliminary report – Basic design – final design – tender documents\nDuration: 7/2007 – today\nObject of supply of services: The scope of the project is the elaboration of the E/M installations designs regarding the lighting of the dam, the control room, the water intake and diversion works and the hydroelectric power plant.","domain":"hydraulic_engineering"}
{"url":"https://www.webenotes.com/multistage-pump-cross-section-view-multistage-pump/","date":"2022-11-27T06:15:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710192.90/warc/CC-MAIN-20221127041342-20221127071342-00754.warc.gz","language_score":0.9198358654975891,"token_count":247,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__287966370","lang":"en","text":"Auto-cad engineering model of five-stage centrifugal pump cross-section.\nFor pumping high viscous liquid with tremendous power. The multistage pump performance depends on the driving power. It has high-performance characteristics when the variable speed drive system is preferred when compared to the constant drive mechanism. Using the numerical analysis auto cad model shown above consists of four stages with inlet and outlet provision. A single shaft buckled up with the mechanical seal and gearbox included in the design. Impellers preferred for the design is a two-row system which was found to be achieving high radial flow by computer modeling. Computational fluid dynamics is the only way to find the optimal design by numerical simulation for advanced multistage pumps. The 3D model is much more complex for analysis the pressure points fluctuate and deviated the model from the real impeller operations.\nThe above diagram includes the supporting section and casing section as the common block without any individual parts. This provides an economic advantage in manufacturing and electric power consumption. Inlet and outlet connections are provided on the top section of the pump so that while installation the bends requirements in piping can be avoided. Bends add up the power loss factor in the system.","domain":"hydraulic_engineering"}
{"url":"https://english.chitralpost.net/blog/2021/05/09/govt-to-disburse-over-rs-70-62bln-for-water-projects-in-fy-21/","date":"2023-06-04T10:52:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224649741.26/warc/CC-MAIN-20230604093242-20230604123242-00366.warc.gz","language_score":0.9244017601013184,"token_count":927,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__174692370","lang":"en","text":"ISLAMABAD: The government has disbursed Rs70,619.208 million for various water resource projects under the Public Sector Development Programme (PSDP) in three quarters of the fiscal year 2020/21. According to the data of the Planning Commission, Rs77,860.087 million was allocated for various water resource sectors in the current fiscal year. Of the total allocation, the domestic share was Rs64,362 million, while foreign component was estimated as Rs13,498 million.\nSimilarly, an amount of Rs57,796.031 million was released from the domestic share, while Rs12,823.177 million was received under foreign component so far. An amount of Rs 16,000 million has been allocated for Diamer Basha Dam (Dam Part), Rs5,000 million for Diamer Basha Dam project (land acquisition and re-settlement), Rs1,443.324 million for Balochistan Effluent Disposal into RBOD, Rs1,968 million for construction of Basool Dam, Rs1,797 million for the construction of Mangi Dam, Rs2,000 million for the construction of small storage dams (Sindh), Rs1,500 million for the construction of 100 small dams in Balochistan, Rs1,356.346 million for Darwat Dam and Rs2,000 million for Garuk Storage Dam.\nThe government also earmarked Rs7,000 million for Mohmand Dam, Rs3,000 million for Nai Gaj Dam, Rs2,500 million for Naulong Storage Dam, Rs1,500 million for Normal/Emergent Flood Programme, and Rs3,000 million for the construction of Winder Dam.\nSimilarly, Rs2,000 million has been allocated for Kachhi Canal Project (remaining works), Rs500 million for the construction of 100 dams in Balochistan, and Rs30 million for the construction of Delay Action Dam at Zarkhune. Similarly, the government has released Rs49,794.241 million for various projects of the National Transmission and Despatch Company (NTDC) and Pakistan Electric Power Company (PEPCO) under the Public Sector Development Programme (PSDP) for the fiscal year 2020/21. An amount of Rs36,299.980 million was allocated for various NTDC/PEPCO projects in the current fiscal year. Of the total allocation, the domestic share was Rs8,607.960 million, while foreign component was estimated at 27,692 million.\nAn amount of Rs7,375.860 million was released from the domestic share, while Rs42,418.381 million was received under the foreign aid component. Likewise, Rs4,000 million was allocated for the evacuation of power from 1,224MW wind power plants at Jhimphir clusters (NTDC), Rs2,500 million for evacuation of power from Suki Kinari, Kohala, Mahal HPPs (NTDC), Rs1,160 million for the evacuation of power from 2,160MW Dasu HPP Stage-I (NTDC), Rs3,000 million for 220kV Dera Ismail Khan-Zhob transmission line along with 220kV Zhob substation (NTDC) and Rs2,675 million for the construction of new 220kV Guddu-Sibbi Single Circuit Transmission Line for the improvement of power supply system in South areas (NTDC) in the PSDP 2020/21. Similarly, Rs3,200 million was earmarked for 500kV Faisalabad New (2×750) (now 500KV Faisalabad West along with allied T/Ls) (NTDC), Rs3,000 million for 500kV HVDC transmission system between Tajikistan and Pakistan for Central Asia-South Asia transmission interconnection (CASA-1000) (NTDC), Rs3,000 million for 500kV Lahore, North (NTDC), Rs 2,130 million for the enhancement in transformation capacity of NTDC system by extension and augmentation of the existing grid stations (NTDC), Rs1,300 million for the conversion of the existing 220kV substations at Bund Road, Kala Shah Kaku, Ravi and Nishatabad to GIS Technology (NTDC) and Rs1,000 million for the evacuation of power from wind power projects at Jhimpir and Gharo Wind Clusters (NTDC). (courtesy The News)","domain":"hydraulic_engineering"}
{"url":"http://www.dtonline.org/structures/index.html?_Action=viewrecord&_Id=23&_Where=AllValidated","date":"2023-09-27T02:53:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510238.65/warc/CC-MAIN-20230927003313-20230927033313-00213.warc.gz","language_score":0.9484385848045349,"token_count":163,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__265772760","lang":"en","text":"A Typical Dam\nDams might be thought of as bridges lying on their side but, because of the increasing pressure of water, they have to support a greater load at the bottom than they do at the top.\nThe Cheruthoni Dam was built in the twin valley of Periyar river gorge. The Idukki Arch dam was built in the adjacent valley. The two dams store water for the Idukki Hydel Power Project, Kerala. The Cheruthoni Dam ranks amongst the largest dams built in India.\nIt is a concrete gravity dam and was built for Kerala State Electricity Board in the year 1977.\nLength at crest level : 651 metres\nHeight from deepest foundation level : 133 metres\nConcrete Volume : 1.7 million cubic metres","domain":"hydraulic_engineering"}
{"url":"http://www.brisbanevalleytraders.com.au/index.php?main_page=product_info&cPath=52_81&products_id=35&zenid=0eu6m037dufjjk5h9dk9303ch4","date":"2019-01-16T04:28:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-04/segments/1547583656665.34/warc/CC-MAIN-20190116031807-20190116053807-00229.warc.gz","language_score":0.8404058814048767,"token_count":175,"dump":"CC-MAIN-2019-04","global_id":"webtext-fineweb__CC-MAIN-2019-04__0__31449968","lang":"en","text":"Horizontal axis pump with brass turbine type impeller, pump body made of G20 cast iron, end cover in brass, AISI 416 stainless steel shaft and mechanical seal made of ceramic/graphite.\nPeripheral turbine pump. The main feature of this pump is it's capability of generating a medium pressure with minimal power consumption. Particularly suited for pumping up and distributing water in domestic water supply systems in houses, villas, small properties and gardens where frequent use will occur.\n- Pumpmaster Australia brand\n- 0.45 HP / 0.33 kW output power\n- 22 Ltr/Min @ 20 PSI\n- Includes KIT-PC4 Electronic Controller\n- Inlet size: 25 mm\n- Outlet size: 25 mm\n- Volts: 240v\n- 2 year Pumpmaster Australia Warranty\n- Spare parts available","domain":"hydraulic_engineering"}
{"url":"https://clazzen.com.my/product/single-phase-automatic-controller-0-75kw-1-5kw-1hp-2hp-240v-1ph-50hz/","date":"2024-04-12T15:40:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816024.45/warc/CC-MAIN-20240412132154-20240412162154-00653.warc.gz","language_score":0.791517436504364,"token_count":204,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__168852463","lang":"en","text":"Automatic Control panel / Inverter, Accessories\nSingle Phase Automatic Controller – 0.75kw – 1.5kw (1hp – 2hp) 240v/1ph/50hz\n- Three phase direct on line starting controller for up to 15kw\n- Easy operating 24-hours duty\n- Labor saving and energy saving\n- (Great benefit under correct operation)\n- Submersible pump/ Sewage pump/ Pipeline pump/ Multistage pump/\nCentrifugal pump to protect, control water level and control pressure for above pumps\nSINGLE PHASE AUTOMATIC CONTROLLER\n- Water level control is completely automatic. works without\nadjustment, easy for installation and use.\n- Circuit diagram of water level control with anti-high voltage\n- Voltaic wire of circuit diagram are connected by cuttage grafting. It’s convenient for maintaining and replacing.","domain":"hydraulic_engineering"}
{"url":"https://heroninstruments.com/products/pressure-transmitters/4-20ma-pressure-transmitter/","date":"2024-04-14T13:57:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816879.72/warc/CC-MAIN-20240414130604-20240414160604-00760.warc.gz","language_score":0.8809598684310913,"token_count":126,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__119329371","lang":"en","text":"Pressure Sensor – For Existing SCADA System\nThe 4-20mA Pressure Transmitter is easily integrated into an existing SCADA system, digital display or 3rd party data logger. It will provide a continuous, accurate water level reading for a wide variety of applications.\nA two-wired 4-20mA Pressure Transmitter current configuration is used with our pressure transmitter which is the most widely used signal transmission for transducers in industrial environments.\nPump activation for low water level, high water level in tanks, wells, rivers and chambers. Low water and high water level shut off.\nNote: External Power Required","domain":"hydraulic_engineering"}
{"url":"https://suvsanoatmash.uz/en/uzbekgidroenergo-jsc-and-roseximbank-jsc-signed-an-agreement-on-the-construction-of-new-hpps/","date":"2021-10-26T09:32:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587854.13/warc/CC-MAIN-20211026072759-20211026102759-00653.warc.gz","language_score":0.9119580984115601,"token_count":251,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__270785953","lang":"en","text":"In order to finance the construction of new hydroelectric power plants, Uzbekgidroenergo JSC signed an agreement with Roseximbank JSC of the Russian Federation (Bank for Export-Import of Russia).\nIn order to expand mutually beneficial cooperation in the field of hydropower, the Mullalak hydroelectric power station with a capacity of 140 MW on the Pskem river in the Bostanlyk district of the Tashkent region, a cascade of small hydroelectric power plants with a capacity of 51 MW on the large Andijan canal in Namangan. regions, namely Kugai-1, Kugai-2, Beshkurgan-1 and Beshkurgan-1. An agreement was reached on financing 2 small hydropower plants.\nUzbekgidroenergo JSC and Roseximbank JSC signed agreements worth $ 340 million. The new projects are expected to be funded directly through loans.\nDuring the bilateral meeting, Azer Talibov, Chairman of the Board of Roseximbank of the Russian Federation, and Abdugani Sanginov, Chairman of the Board, exchanged views on the ongoing reforms in this area.","domain":"hydraulic_engineering"}
{"url":"http://paulganter.com/tag/programming-2/","date":"2023-12-03T05:05:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100484.76/warc/CC-MAIN-20231203030948-20231203060948-00424.warc.gz","language_score":0.792589545249939,"token_count":86,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__253890574","lang":"en","text":"Electronics, Engineering, Programming\nJuly 30, 2014\nProgrammable well-pump control prototype keeps water flowing\nElectronics, Engineering, Field Work, Machinery, Metalworking, Programming, Project Management\nSeptember 30, 2006\nTwo 100 hp hydraulic systems rapidly assembled to keep New York harbor dredging afloat.\nDecember 6, 2002\nEmbedded webservers add ethernet to high power microwave SSPAs.","domain":"hydraulic_engineering"}
{"url":"http://wolvertoninc.com/project/walmart-distribution-center/","date":"2019-06-26T20:34:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560628000545.97/warc/CC-MAIN-20190626194744-20190626220744-00381.warc.gz","language_score":0.9102823734283447,"token_count":132,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__178913221","lang":"en","text":"Walmart Distribution Center\nWolverton was responsible for the design and permitting of the overall site and erosion control improvement project to support a 500,000 square-foot building expansion located on an existing 150-acre site, operational facility. The design included the preparation of site, grading, utility, drainage and erosion control plans. The project included a unique design element of a new 1,500-foot swale conveyance system to handle 40-acres of building storm drainage runoff. The design also required a wetland impact permit from the U.S. Army Corp of Engineers.\nLocation: Laurens County, GA\nProject Type: CommercialIndustrial","domain":"hydraulic_engineering"}
{"url":"http://www.lycg.com.cn/info_120.aspx?itemid=2205","date":"2022-12-03T13:02:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710931.81/warc/CC-MAIN-20221203111902-20221203141902-00189.warc.gz","language_score":0.936535656452179,"token_count":807,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__14934707","lang":"en","text":"Lucheng seawall project of Longyuan Group won the highest award in the hydraulic engineering industry!\nOn December two7, China Water Conservancy Engineering Association announced the winners of China water conservancy engineering quality (Dayu) award from two thousand and nineteen to two thousand and twenty,Seawall project of Wenzhou Lucheng Oujiang Ring Expressway to woqishan section invested and constructed by Longyuan GroupPPP project (hereinafter referred to as \"seawall project\") is prominently listed. Seawall project is the first project in Lucheng District to win this award, and it is also one of the first projects in Wenzhou to win this award.\nChina water conservancy engineering quality (Dayu) Award (abbreviation)\"Dayu project award\") is the highest award for high-quality projects in the water conservancy industry. It is an excellent project award focusing on project quality and taking into account factors such as project construction management, project benefits and social impact. The Dayu project award is divided into five categories: reservoir pivotal project, South-to-North Water Transfer Project, river regulation and embankment project. Only 45 water conservancy projects in China are shortlisted. Only 8 items in the list of river training and embankment works where the seawall project is located are shortlisted.\nIt is reported that the seawall project is one of the first ten key projects in Zhejiang Province One of the PPP projects, listed in the PPP project library of the national development and Reform Commission. The project is located on the West Bank of Oujiang River in Wenzhou City. It starts from the belt Expressway in Lucheng District in the north and ends at Woqi mountain in the south. The total length of the project is 5.946 km. The dampproof standard of the new dike and pond is one00 year return period, II and other dike projects. The total investment of the project is RMB one883.7 million, which has been completed and accepted in December two thousand and nineteen.\nThe flood control (tide) standard of the original embankment within the scope of seawall project isOnce in 50 years, it was built in the one980s. After years of operation, this section of flood embankment has been identified as \"class III pond\". At the same time, this section is a tanning area along the river, where old factories gather and there is a large flow of people, resulting in garbage everywhere on the upstream surface of the dike and pond and within the management range, seriously affecting the flood discharge capacity of the river and damaging the ecological environment of the surrounding area. The project fully integrates the construction of flood control and water conservancy projects and municipal construction, and makes room for the layout of municipal engineering facilities such as roads along the river and riverside landscape through the outward movement of embankment line, which not only effectively improves the flood control standard of the west section of Lucheng riverside, but also completely changes the dirty and disorderly phenomenon along the river to the west of Woqi mountain, characterized by \"embankment scenery Road\", Organically combine the flood control lifeline with the riverside scenery.\nBefore Dayu project award, the project has received a number of honors. Awarded after the completion of the projecttwo thousand and nineteenAnnual Wenzhou Construction Project“Oujiang cup”High quality engineering awardtwo thousand and twentyAnnual construction project in Zhejiang Province“Qianjiang cup”Quality Engineering Award; Landscape greening project in Zhejiang Province“Excellent landscape engineering”Won in the award selectiononeJintwoSilveroneCopper; In the previous construction process, it has been rated as the provincial construction safety and civilization standardization site and the municipal water conservancy and Hydropower Safety and civilization standardization site.","domain":"hydraulic_engineering"}
{"url":"https://hotwatersupplies.com.au/product/australian-valve-group-triset-selectable-pressure-limiting-valve-plv15f/","date":"2022-05-20T04:27:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662531352.50/warc/CC-MAIN-20220520030533-20220520060533-00072.warc.gz","language_score":0.886026918888092,"token_count":172,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__150523215","lang":"en","text":"When fitted to a hot water systems inlet supply line, this tri-set valve will control pressure and remain in position even if pressure drops.\nAustralian Valve Group TRISET Selectable Pressure Limiting Valve PLV15F\nThis AVG TRISET Selectable Pressure Limiting Valve (PLV) offers the flexibility of one value with three pressure settings and is the old PLV range replacement.\nPerfect for high pressure water systems, the tri-set range is available in 15mm and 120 mm compression as well as 15mm to 20mm Female connection, and incorporates 350, 500 and 600kPa pressure settings. It comes pre-set at 500kPa.\nThe valve is manufactured from durable dezincification resistant brass and quality design means the internal waterways provide optimal flow to the part.","domain":"hydraulic_engineering"}
{"url":"https://www.specialized.net/tools/burndy-t-b-tools/hydraulic-crimp-tools/thomas-betts-21061-hydraulic-oil-for-13600-hydraulic-pump.html","date":"2020-11-30T22:32:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141515751.74/warc/CC-MAIN-20201130222609-20201201012609-00299.warc.gz","language_score":0.7319220304489136,"token_count":111,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__206156861","lang":"en","text":"Thomas & Betts 21061 Hydraulic Oil for 13600 Hydraulic Pump\nThomas & Betts 21061 Hydraulic Oil is recommended for the smooth operation of the T&B 13600 electric hydraulic pump. It is a lightweight hydraulic fluid with an excellent lubricant performance.\n- 6 or More: $40.92\nUsually ships same day\nCheck items to add to the cart or\n13600 Thomas & Betts Electric Hydraulic Pump, 10,000 PSI\n13100A Thomas & Betts 14 Ton Hydraulic Crimper Head","domain":"hydraulic_engineering"}
{"url":"http://vp-sci.com/vp-549pe-1.html","date":"2018-06-19T10:22:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-26/segments/1529267862248.4/warc/CC-MAIN-20180619095641-20180619115641-00212.warc.gz","language_score":0.8960822820663452,"token_count":310,"dump":"CC-MAIN-2018-26","global_id":"webtext-fineweb__CC-MAIN-2018-26__0__177896801","lang":"en","text":"VP 549PE-1 - PerkinElmer Spillway Reservoir with Quick Disconnect Fittings for Inlet and Outlet Ports on Bottom\nAvailability: In stock\n|Materials - Attributes||Anodized Aluminum|\n|Special Features||Includes fitting ports, Overflow spillway|\n|Well Bottom Shape||No|\nThe VP 549PE-1 Spillway Flowing Reservoir Wash System offers several advantages. First the wash liquid is injected into the reservoir through 96 inlet ports in the bottom of the reservoir and the liquid fills the reservoir to a height of 30 mm before it runs over the main notch (there are 4 other emergency notches) in the spillway and the liquid is collected in a separate peripheral reservoir connected to the drain. This keeps the wash reservoir uniformly flushed with new liquid coming in the bottom and waste liquid flowing out the top. It maintains the height of the liquid at a constant level regardless of the flow rate. The spillway feature is also important in washing 1536 pin tools because the significant displacement of wash liquid by 1536 pins can raise the level of liquid in a fixed reservoir.\nThe reservoir inlet and outlet quick disconnects are located on the bottom of the reservoir. This unit was designed for the PerkinElmer MiniTrak where the deck is open and inlet and outlet hoses can be brought in from the bottom. The bottom of the reservoir also has locating holes which allow the reservoir to be seated securely on the deck.\nNone at this time","domain":"hydraulic_engineering"}
{"url":"https://www.oceanlight.com/lightbox.php?location=Bonneville_Dam_and_Locks","date":"2024-02-29T12:11:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474808.39/warc/CC-MAIN-20240229103115-20240229133115-00869.warc.gz","language_score":0.947743833065033,"token_count":88,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__167023717","lang":"en","text":"Bonneville Lock and Dam consists of several dam structures that together complete a span of the Columbia River between the US states of Oregon and Washington. The dam is located 40 miles east of Portland, Oregon, in the Columbia River Gorge. The primary functions of Bonneville Lock and Dam are those of electrical power generation and river navigation.\nLocation: Columbia River, Bonneville Dam and Locks, Oregon\nImage ID: 19370","domain":"hydraulic_engineering"}
{"url":"https://research-scotland.ac.uk/handle/20.500.12594/23058","date":"2022-10-01T02:15:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030335514.65/warc/CC-MAIN-20221001003954-20221001033954-00055.warc.gz","language_score":0.9334173798561096,"token_count":348,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__274978174","lang":"en","text":"Evaluating the effect of the location and design of retention ponds on flooding in a Peri-Urban river catchment\nIs part of\nMetadataShow full item record\nIn order to reduce the flooding risk in urban and peri-urban river catchments, retention ponds or wet detention ponds are often used. However, there has been little work that uses distributed hydrological modeling to consider their optimum location and design in order to reduce the flood risk in a river catchment. This work considers two existing and two potential ponds in the 22.8 km(2) Braid Burn catchment, Edinburgh, Scotland. Using the Shetran physically based distributed hydrological model, the effect of these ponds on the river discharges for eight measured rainfall events and two design rainfall events is considered. The results show the larger Blackford pond is best at reducing the peak discharge at the catchment outlet. The other three ponds are designed to be almost the same. The potential pond in the upper part of the catchment reduces the peak discharge at the outlet; the pond in the middle at Oxgangs makes little difference to the peak discharge, while the potential pond in the lower part of the catchment increases the peak discharge at the outlet. These results show that when considering flood risk, the location of a retention pond within a river catchment is important, and it can make the flooding worse at the outlet if it is located in the wrong location. This work suggests the pond should be located in the upper part of the catchment, although the ideal location will depend on the catchment's shape and lag time.\n- Articles","domain":"hydraulic_engineering"}
{"url":"http://win-lift.com/html_products/HFJ-Series-126.html","date":"2021-01-23T05:19:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703533863.67/warc/CC-MAIN-20210123032629-20210123062629-00339.warc.gz","language_score":0.8390446305274963,"token_count":195,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__14533489","lang":"en","text":"HFJ400 / HFJ700\n▲ High capacity and rugged construction.\n▲ Extra low pick up point and 2-position lift pad for hard-to reach places under low profile lift trucks.\n▲ Specially designed hydraulic pump with German seal kits and overload valve.\n▲ Removable handle and compact size.\n▲ Conforms to CE standard and ANSI standard.\n▲ Uniquely built in two lifting speeds.\nQuick lifting and slow lifting which can be automatically switched between with load and without load.\nQuick lifting: 20 times pump strokes.\nSlow lifting: 60 times pump strokes.\n▲ Two alternative lifting positions.\nLow position: capacity 4000kg.\nHigh position: capacity 5000kg.\n▲ Built in overload valve and bypass valve.\nGuarantees safety and reliable operation.\n▲ Low profile lifting: 65mm.\nCategories: Hydraulic Jack & Stand / Hydraulic Jack","domain":"hydraulic_engineering"}
{"url":"https://www.uace.or.ug/ncf-3-hydrology-and-urban-drainage/","date":"2023-12-04T23:19:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100535.26/warc/CC-MAIN-20231204214708-20231205004708-00314.warc.gz","language_score":0.8331191539764404,"token_count":151,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__204336927","lang":"en","text":"At Silver Springs Hotel held on 5th and 6th December 2013 facilitated by Eng. Dr. Rubarenzya Mark\n- Overview of the guidelines for drainage design and construction in Uganda.\n- Design considerations for an efficient drainage system.\n- Analytical methods for estimating peak discharges (Rainfall Runoff modeling, Rational method, flood frequency analysis) and indirect methods for discharge verification.\n- Hydraulic design of drainage conveyance structures based on hydrological data.\n- Surface and sub-surface drainage techniques, materials for use in subsurface drainage construction and best maintenance practices for drainage conveyance structures.\n- Hydrological modeling.\n- Flood analysis and control.\n(Training included a site visit to Kalerwe)","domain":"hydraulic_engineering"}
{"url":"https://openpetroleumengineeringjournal.com/VOLUME/8/PAGE/97/ABSTRACT/","date":"2024-04-22T03:02:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818072.58/warc/CC-MAIN-20240422020223-20240422050223-00845.warc.gz","language_score":0.8971325755119324,"token_count":617,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__180487758","lang":"en","text":"Percolation Mathematical Model for Stepped Horizontal Well in Multilayer Fault Block Reservoir\nLiu Hong1, *, Pang Jin1, Chang Xuejun2, Yu Xinan1, Zhang Xu1\nIdentifiers and Pagination:Year: 2015\nFirst Page: 97\nLast Page: 102\nPublisher Id: TOPEJ-8-97\nArticle History:Received Date: 15/12/2014\nRevision Received Date: 4/1/2015\nAcceptance Date: 25/2/2015\nElectronic publication date: 18/3/2015\nCollection year: 2015\nopen-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.\nThe percolation mechanism and regularity for stepped horizontal well in multi-layer complex fault block reservoir are complex. A percolation mathematical model based on unsteady flow mathematical model is built up in this paper. In the model, the reservoir couples with one horizontal well in sealed reservoir which perforates through mutually unconnected formation. Laplace transform, Stehfest inversion and Conjugate gradient are used to solve the model. The pressure distribution results of different time and production distribution results of different well section can be obtained. The results of pressure drop and pressure drop derivative calculated by this model are close to the results calculated by the Saphir software, and the agreement rate is 99%, which proves the model is of great reliability. Compared with Saphir software, the capacity of horizontal section through multiple sand at the same time can be calculated, which is the advantage of this model. It is not suitable for heterogeneous reservoir and the reservoir with supply boundary, which is the limitation. A two-layer block fault reservoir has been used to carry out the field study through the model, simplifying the irregular shape of reservoir for rectangular reservoir at first. Then a double-stage horizontal well is used to pass through the upper layer and the lower layer orderly in this reservoir, the simulation calculation of the well can use the double-stage horizontal well model, and the model can calculate the average pressure drop and pressure drop derivative of various production phases in the bottom hole accurately .The reservoir flow stage and the flow time in different periods can be judged through pressure drop and pressure drop derivative in the bottom hole, which can also calculate the distribution of production along the horizontal section in different periods at the same time. It can provide theoretical foundation of reservoir research engineering and production engineering design for reservoir development with stepped horizontal well in multilayer complex fault block reservoir.","domain":"hydraulic_engineering"}
{"url":"https://www.wallacegroup-inc.com/featured-projects/deschutes-valley-water-district","date":"2024-02-24T13:44:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474533.12/warc/CC-MAIN-20240224112548-20240224142548-00589.warc.gz","language_score":0.8797738552093506,"token_count":368,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__70883252","lang":"en","text":"Crooked River, Culver, Oregon\nDeschutes Valley Water District\nConstruction Materials Testing\nIn 2018, Deschutes Valley Water District, ODFW, ODOT, BLM, Trout Unlimited, Deschutes Partnership, Energy Trust of Oregon, OWEB and PGE joined forces to break ground on a fish passage project to remove a major barrier to salmon and steelhead at the Opal Springs Dam on the Crooked River. The project objectives were to increase generating capacity and make upstream habitat more accessible and to reintroduce anadromous fish in the Deschutes Basin.\nScope of Work:\nThe project included raising the existing 175-foot concrete division dam by two feet and constructing an approximate 300-foot-long, concrete cast-in-place fish ladder that required both temporary shoring and engineered excavations. The 30-cubic-feet/second (cfs) vertical slot fish ladder provides downstream passage for smolts through pneumatic crest gates and “smooth” chutes. The 4.3 MW Opal Springs hydroelectric project was originally commissioned in 1985 to generate power for Deschutes Valley Water District’s 4,200 customers in Jefferson County. Raising the water level significantly increased the generating capacity of the dam.\nAs part of the Opal Springs construction team, Wallace Group provided geotechnical engineering, earthwork, dam crest monitoring, construction materials testing, and special inspection services.\nTechnical and job-site safety challenges addressed by Wallace Group engineers and geologists included mitigating rock-fall, talus seepage, and slope stability for temporary excavation and H-pile and lagging shoring. The Opal Springs Fish Passage project began reintroducing anadromous fish to the Upper Crooked River Basin in 2019.","domain":"hydraulic_engineering"}
{"url":"http://waterlevelcontrollerbangalore.com/","date":"2020-02-29T00:49:34Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875148163.71/warc/CC-MAIN-20200228231614-20200229021614-00503.warc.gz","language_score":0.8049018979072571,"token_count":1137,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__84729102","lang":"en","text":"Best Advanced U Tech Automatic Water Level Controller/Indicator Dealers/Distributors/Suppliers/Manufacturers and Installation, Repair Services with Reasonable Price in Bangalore, Karnataka, India: 8892365234, 9901191183. Water Level Indicator in Bangalore, Tank Water Level Indicator Bangalore, Automatic Water Level Indicator Bangalore, Water Level Indicator Manufacturers Bangalore, Automatic Water Pump Controller - 8892365234, 9901191183. Water Level Sensor, Automatic Pump Control, Tank Water Level Indicator Bangalore, automatic motor on off system, automatic water level control system, automatic water level controller sensor, automatic water motor controller, boiler, electronic, fluid, switch, sensor, float, fully automatic, level indicator - 8892365234, 9901191183. v guard water level controller price in bangalore, v guard water level controller service bangalore, venus v-guard water level controller bengaluru, karnataka, automatic water level controller price list, v guard aquatron price, aquatron water level controller, v guard water controller, varuna water level controller bangalore, seagull water level controller bangalore, ellico water level controller bangalore, geotech water level controller bangalore, pioneer water level controller bangalore, sri digitek automatic water level controller bengaluru, karnataka , Sri Digitek Automatic Water Level Controller, Hunasamaranahalli, Bengaluru, Karnataka, Sri Digitek Automatic Water Level Controller, Stage I, Kengeri Satellite Town, Bengaluru, Karnataka, Sri Digitek Automatic Water Level Controller, Nagendra Block, Banashankari Stage I, Banashankari, Bengaluru, Karnataka, sri digitek automatic water level controller bengaluru karnataka india, water level controller, High Tension Line Road, Rajeshwari Nagar, Chamundi Nagar, Peenya, Bengaluru, Karnataka, Water Level Controller, Ganapati Temple Road, Sannakki Bayalu, Vrishabha Nagar, Kamaksipalya, Bengaluru, Karnataka, A1 Water Level Controllers, 1st Block, 7th Block, Koramangala, Bengaluru, Karnataka, Water Level Controller, Nelabhavi Road, Sannakki Bayalu, Vrishabha Nagar, Kamaksipalya, Bangalore, Karnataka, sensor level switch for water tank, over head tank water level controller, ultrasonic water level sensor, water level float sensor - 8892365234, 9901191183. water level indicator with alarm, water tank level controller using water level sensor, water tank overflow control system: 8892365234, 9901191183 - Bannerghatta Road, JP Nagar, Marathahalli, Btm Layout, Electronic City, Koramangala, RT Nagar, Vijayanagar, Bellandur, Banashankari, Jayanagar, Jayadeva, MG Road, Sivaji Nagar, Whitefield, ITPL, Banaswadi, Hebbal, Kundalahalli, Kaggadasapura, KR Puram, Kammanahalli, Old Airport Road, Rajarajeshwari Nagar, Ramamurthy Nagar, Rajajinagar, SP Road, Gottigere, Hulimavu, HSR Layout, Arekere, HAL, Domlur, Indira Nagar, Halasuru, CMH Road, Old Madras Road, Tin Factory and anywhere in Bangalore: 8892365234, 9901191183.\nTo find more details on any particular service, Contact us directly @ 8892365234, 9901191183.\nWe are one of India’s leading companies offering innovative and easy-to use products for the growing needs for common household and industrial needs. U Tech is Registered Trad Mark and recognized for its quality products. We are the Manufacturers and Dealers of power and resource saving devices like Automatic Water Level Controller, water level Indicator, Wireless water level controller, Digital water level Indicators, Remote controlled devices for home automation. We use state of the art digital technology to manufacture high quality systems. Digital systems and solutions are manufacturing Automatic water level controller Systems since 2010. Our water level controllers are built to last and perform for a long time.\nAutomatic Water Level controller is designed to automatic control of motor, which ensures constant reserve of water in storage tanks. Automatic water level controller is used to automatically fill the overhead tank as and when it gets empty and monitors the water level. Automatic water level controller switches ON the motor when the water level in the overhead tank drops below pre fixed low level (on point) and puts off the motor when water level rises up to pre fixed high level (off point) motor also switches off when the sump water is exhausted before filling overhead tank, pump running dry, Mains voltage fluctuations. State of the art, digital technology, advanced microcontroller based products.\nPartnering with various clients help in bringing fresh ideas into the firm ensuring our youth in innovation, thus improving our quality standards accompanied with growth in the business productivity.\nWe believe nothing works like networking. We ensure an excellent relationship with our internal and external team; our employees and our clients. At U Tech, team building and close interaction transcends our potential to assist and improve our business productivity and growth.","domain":"hydraulic_engineering"}
{"url":"https://www.bansaltechnocrats.in/milk-pumps.htm","date":"2022-08-14T03:42:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571993.68/warc/CC-MAIN-20220814022847-20220814052847-00620.warc.gz","language_score":0.7497850060462952,"token_count":204,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__74302570","lang":"en","text":"The pumps of sanitary design would be used for transfer of milk/ghee/butter having capacities up to 30 KLPH consisting flanged motor of suitable capacity with hygienic sealing arrangement. The pump and drive would be integrated together with a SS shaft and the impeller (SS 304) would be fixed on the same shaft.\nBansal Technocrats Pvt. Ltd.\nD-10A, Industrial Estate, Delhi Road, Delhi Road, Saharanpur, Uttar Pradesh - 247001, India\nMobile : +91-9557942626\nE-mail : firstname.lastname@example.org","domain":"hydraulic_engineering"}
{"url":"https://www.etogruppe.com/en/passenger-cars/chassis-pumps.html","date":"2024-02-28T05:36:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474697.2/warc/CC-MAIN-20240228044414-20240228074414-00016.warc.gz","language_score":0.957198977470398,"token_count":92,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__135588775","lang":"en","text":"Actively regulated landing gears are supplied via a hydraulic pump, which is usually a radial piston pump. This is controlled on the suction side (suction throttle).\nETO has developed 2/2 proportional valves for this which are able to regulate large volume flows precisely.\nThe ETO valves ensure that regulated pumps provide the appropriate volume flow in every driving situation for the active chassis. This contributes significantly to a reduction in fuel consumption and thus also emissions.","domain":"hydraulic_engineering"}
{"url":"https://bobcaddell.com/html/Lake_Argyle.html","date":"2023-04-02T11:44:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296950528.96/warc/CC-MAIN-20230402105054-20230402135054-00247.warc.gz","language_score":0.975833535194397,"token_count":197,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__4835327","lang":"en","text":"In 1958 the WA government decided to put an irrigation scheme on the Ord river. The first stage of the project was completed in 1963. The second stage was construction of the Ord River Dam to provide a major storage reservoir called Lake Argyle, it was officially opened June 1972 and Lake Argyle was filled to storage volume by January 1974.\nIn 1996, the spillway wall was raised by 6 metres (20 ft), which doubled the dam's capacity. Then the Ord Hydro Pty Ltd constructed a 30 megawatt hydro power station providing a clean and renewable energy source. The station is located at the base of the Ord River Dam. The power station has four turbines and two 15 megawatt generators to produce more that 220 gigawatt hours of electricity per annum. At maximum flood level, Lake Argyle would hold 35,000 gigalitres of water and cover a surface area of 2,072 square kilometres.","domain":"hydraulic_engineering"}
{"url":"http://lkhomeworknnur.firdaus.info/three-gorges-dam-construction-project.html","date":"2018-10-19T09:16:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583512382.62/warc/CC-MAIN-20181019082959-20181019104459-00488.warc.gz","language_score":0.939795196056366,"token_count":1089,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__154850666","lang":"en","text":"The following case study on the three gorges dam illustrates the pros and cons of concrete gravity dam construction and is an excellent complement . Experience the engineering wonder of three gorges dam project, the largest hydroelectric dam in the world completed in 2015, the massive gravity dam sits on the yangtze river and boasts a length of 2,335 m (7,661 ft) although monumental, the project to build this dam was not without controversy . The three gorges dam was a project undertaken by the chinese government as the chinese government obviously did not have the resources available to construct the dam, eg expertise, experience and equipment, the chinese government outsourced to european and american companies. The three gorges dam (tgd) project was long coveted by the chinese government the first intention to build the dam was expressed by sun yat-sen in 1919 in 1954 severe flooding along the river left 30,000 people dead and one million people homeless.\nThe three gorges dam, two years ago, regulators halted construction at xiluodu because the project lacked a proper environmental impact study but work has quietly resumed in november, crews . Three gorges dam project, yichang: see 513 reviews, articles, and 666 photos of three gorges dam project, ranked no2 on tripadvisor among 50 attractions in yichang. The construction of the metal structures of the three gorges dam is started in a comprehensive way may 1st, 1998 the navigation through the temporary ship lock is begun.\nThe construction of the three gorges dam on the yangtze river has several positive and negative economic impacts for the three gorges area and for china a cost-benefit analysis was done to determine these impacts. Three gorges dam facts tell use the construction began some 21 years ago and completion was in 2008, though the initial idea for the project came about some 90 years ago it caused 13 million people to lose their homes. Three gorges dam construction facts it is the world’s largest hydroelectric dam in the three gorges dam it is china’s hubei province, the yangtze river, the world’s third tallest tree in the middle of the gorges. Ap when the construction of china's three gorges dam was completed in 2006, most chinese citizens must have hoped it was worth the huge cost: 14 million people had to be relocated from towns .\nExploring chinese history special report about china's grand three gorges dam project the progress of the project is carefully detailed. The three gorges dam project involves harnessing the yangtze river, asia’s longest stretch of water, to generate prodigious amounts of electricity “the three gorges dam plant is the centre of a broad plan for central china’s electricity industry”. The project is china's three gorges dam, and it has already been the subject of great international scrutiny it is being called the largest construction project in china since the great wall.\nThe impacts of the construction of three gorges dam in china abstract the three gorges dam project in china constitutes one of the greatest water supply projects in the history of humanity - the impacts of the construction of three gorges dam in china introduction. International funding for the three gorges dam project is a major factor in its construction companies and banks from canada, france, germany, switzerland, sweden, and brazil have all played a role in financing the dam. The three gorges dam will be the largest hydropower station and dam in the world, with a 12 mile stretch of concrete and a 370 mile-long reservoir and 525 feet deep this project will cost more than virtually any other single construction project in history.\nThe three gorges dam spans the yangtze river by the town of sandouping, located in yiling district, construction of the project consists of three stages. The state council three gorges project construction commission (tgpcc) is the top decision-making authority for the three gorges project in the dam site, the .\nPerhaps the most grandiose -- and controversial -- effort was the construction of the three gorges dam on the yangtze river in central china's hubei province the enormous project includes a dam for flood control, a giant lock for carrying ships up and down river, and 26 hydroelectric power generators. For great photo galleries of the three gorges dam project including the dam task force, construction at sandouping, the human cost, the environment cost, damblasting, and a history of the yangtze river visit the guardian. Three gorges dam is the short term for the water control project at the three gorges on yangtze river located in sandouping in yichang, hubei, it is the world's largest hydropower project. Until the three gorges dam project got under way, the most ambitious project completed was the gezhouba hydroelectric dam above yichang, which was the first structure to block the flow of the yangtze.","domain":"hydraulic_engineering"}
{"url":"http://www.goodnewsfinland.com/lemminkainen-to-build-norwegian-hydropower-plants-worth-eur-19-million/","date":"2019-08-17T16:46:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-35/segments/1566027313428.28/warc/CC-MAIN-20190817143039-20190817165039-00062.warc.gz","language_score":0.9432037472724915,"token_count":184,"dump":"CC-MAIN-2019-35","global_id":"webtext-fineweb__CC-MAIN-2019-35__0__46193815","lang":"en","text":"Lemminkäinen to build Norwegian hydropower plants worth EUR 19 million\nFinnish construction company Lemminkäinen has signed an agreement worth over 19 million euros with Norwegian power company Småkraft to construct two hydropower plants.\nThe contract covers the entire construction of the power plants in the Sogn and Fjordane County in Western Norway, including intakes, shafts and tunnels. Work is set to begin this month and is slated for completion in December 2016.\nThe contract is part of Småkraft’s Fjærland project in which it is developing six small-scale power plants along rivers flowing into the Fjærland fjord.\nLemminkäinen is also set to build tunnel intakes for two additional power plants in the Fjærland project, with their construction measuring some 2.5 kilometres.","domain":"hydraulic_engineering"}
{"url":"https://www.life-bovar-en.com/latest-news/public-tendering/","date":"2020-01-18T02:51:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250591763.20/warc/CC-MAIN-20200118023429-20200118051429-00265.warc.gz","language_score":0.8652056455612183,"token_count":105,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__87619630","lang":"en","text":"Within the framework of its LIFE BOVAR project LIFE16/NAT/DE/000660, NABU Niedersachsen e.V. intends to award construction works in accordance with VOB/A for the construction of small and micro\nwaterbodies as spawning ponds for the target species of the project. These construction works will be awarded through several tender procedures.\nAnnouncement Public Tender ÖANds05\nAnnouncement Public Tender ÖANds05 (available in German only)","domain":"hydraulic_engineering"}
{"url":"http://www.studiobombasaro.it/Work%20039/work03901.html","date":"2022-10-02T01:23:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030336978.73/warc/CC-MAIN-20221001230322-20221002020322-00252.warc.gz","language_score":0.8124526739120483,"token_count":146,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__101892724","lang":"en","text":"New hydroeletric power station on the Rava waterworks\nServices by SB\nInfrastructural, structural design and monitoring\nGeom. G. Trentin, Eng. P. Bombasaro\nThe project foresees a new hydroelectric power plant along the drinkable water pipe serving the towns of Castelnuovo and Scurelle as a replacement of an old interruption basin. The new 90kW Pelton turbine is built inside an existing technical space.","domain":"hydraulic_engineering"}
{"url":"http://www.poweroilandgas.com/2011/09/murum-hydroelectric-dam-to-supply-power.html","date":"2017-04-25T02:52:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917120092.26/warc/CC-MAIN-20170423031200-00592-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9371399879455566,"token_count":379,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__55650691","lang":"en","text":"Sarawak Energy Berhad (SEB) is studying a plan to reroute a 275 kV transmission line, currently being built to channel electricity generated by the RM3 Billion Murum Hydro Dam to the Sarawak Coridor of Renewable Energy (SCORE), to facilate the construction of another dam in Balepeh.\nThe letter, located in the upper reaches of the Balui River where the 944 MW Murum Dam is being built, can generate 110 MW. The RM100 Million transmission line, originally scheduled for completion in the third quarter of 2012 - a year ahead of the first power to be commercially produced by the Murum Dam, would connect the latter to the transmission system near Bakun.\nThe Murum Dam Project, which was 44 % completed, is located about 60 km upstream of the Bakun Dam. SEB also identified other hydro dam projects upsream of the Balui River, namely Linau (290 MW) and Danun (200 MW). Undertaken by Three Gorges Development Corp (M) under a single contract with SEB, the Murum Dam comprises several key components namely, a 145m high roller-compacted concrete dam, intake and 2.7 km long tunnels supplying water to a 944 MW power house.\nThe Murum Dam is a key part of the SCOPE project and would be the next major hydro generation project to be commissioned after the Bakun Dam. Murum electricity power is slated to come in time to take up power demand from SCORE industries which the Bakun Dam is unable to meet.\nSource : BERNAMA News\nsarawak energy berhad, murum hydro dam, bakun hydro dam, score, sarawak coridor of renewable energy, murum hydroelectric dam, bakun hydroelectric dam, energy news","domain":"hydraulic_engineering"}
{"url":"http://isu-dan-fakta1.blogspot.com/2008/04/power-to-peninsula-by-2013.html","date":"2018-05-24T17:54:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-22/segments/1526794866733.77/warc/CC-MAIN-20180524170605-20180524190605-00150.warc.gz","language_score":0.9605939388275146,"token_count":334,"dump":"CC-MAIN-2018-22","global_id":"webtext-fineweb__CC-MAIN-2018-22__0__16463062","lang":"en","text":"Bakun expected to be operational by 2010 will start transmitting electricity too Peninsular Malaysia by 2013\nThe Bakun hydro-electricity dam project, about 180km from here, will start to transmit power to Peninsular Malaysia by 2013, said Deputy Minister of Energy, Water and Communications Datuk Joseph Salang Gandum.\nSalang, who visited the project over the weekend, told reporters here the RM3.2 billion project was expected to be operational by 2010.\nAbout 100 megawatt (MW) to the state grid through the Similajau HVDC (high voltage direct current) lines which would be ready by next year.\nBy 2013 it is expected to begin transmitting 1,600MW to Peninsular Malaysia via the 676-km submarine cables across the South China Sea. The project would initially operate with three of its eight turbine generators, each with 300MW capacity, and would use the rest as more water was available in the reservoir area. The 695 sq km reservoir is almost as big as Singapore. It provided sustainable energy source. The 205-metre Bakun dam would be the second highest rockfill dam in the world after the Shibuya dam in China.\nCivil works for its wall, spillway (to flush out excess water), power intake, power tunnels and powerhouse were expected to be completed by June 2010.\nThe process of draining water into the dam is expected to begin on Nov 21 this year. The dam will be filled in 18 months\nBakun will be the most beautiful dam. It will have six islands and will offer immense eco-tourism potentials.","domain":"hydraulic_engineering"}
{"url":"http://www.ctgpc.com/faq/faq_a.php","date":"2013-12-12T00:26:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-48/segments/1386164120234/warc/CC-MAIN-20131204133520-00026-ip-10-33-133-15.ec2.internal.warc.gz","language_score":0.7296485304832458,"token_count":100,"dump":"CC-MAIN-2013-48","global_id":"webtext-fineweb__CC-MAIN-2013-48__0__142522168","lang":"en","text":"Benefits and Scale\nOwner of TGP\nGeology and Earthquake\nSelection of the Dam Site of the Three Gorges Project\nGeological Survey of the Dam Site of the Three Gorges Project\nAffection of the Reservoir Water Storage of the Three Gorges Project to the Loca...\nHarnessing of the Collapses and Landslides of the Banks of the Reservoir of the ...\nChina Three Gorges Project ©2002-2010 All rights reserved","domain":"hydraulic_engineering"}
{"url":"http://travel2ukraine.info/panorama-of-the-dnipro-river/","date":"2020-02-18T07:32:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875143635.54/warc/CC-MAIN-20200218055414-20200218085414-00033.warc.gz","language_score":0.9516606330871582,"token_count":100,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__164924957","lang":"en","text":"The Dnieper river is the fourth river by length in Europe.\nThe River flows to the Black Sea.\nThe name Dnieper is derived from Sarmatian and means “the river on the far side”.\nIts total length is 2,285 kilometres, of which 1,095 km lie within Ukraine.\nThe River creates an important transport corridor. It is also used by passenger vessels.\nThe river is famous for its dams and hydroelectric stations.","domain":"hydraulic_engineering"}
{"url":"https://www.eisele.de/en/pumps/rotary-lobe-pumps","date":"2023-09-25T15:31:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233509023.57/warc/CC-MAIN-20230925151539-20230925181539-00328.warc.gz","language_score":0.8961325883865356,"token_count":91,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__72118370","lang":"en","text":"The DK series is powered electrically, with a galvanized base frame in the stationary version.\n- Wear plates on the front side in the pump housing and cover\n- Suction and pressure side with outlet connection flange\n- Suction and pressure side with V-part connection piece\n- Pressure gauge on the pressure side\n- Sight glass on the suction side\n- 2 ”drain opening in the elbow","domain":"hydraulic_engineering"}
{"url":"http://www.v-elin.hr/en/project/water-level-measurement-at-hpp-doblar/","date":"2021-10-28T17:47:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323588398.42/warc/CC-MAIN-20211028162638-20211028192638-00148.warc.gz","language_score":0.9393606185913086,"token_count":316,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__99634749","lang":"en","text":"Until recently the measurements on the dam Jez Podselo were made only on the upper water level. With the new approach of water energy management is to attain complete overview of the movement of the water level flowing into the lake with the lake tributaries.\nWith the new system the upper and the lower water level on the dam Jez Podselo are measured, as well as of the two tributaries on the measuring points Most na Soči and Bača pri Modreju.\nV-elin manufactured hydrostatic probes are used on all measuring points. The probes on the upper and lower water level are wire connected with the computational unit through the unit for galvanic isolation.\nThe probes are connected to the central computational unit that enables local display of measured values (levels and water temperature), which is connected to the central SCADA power plant system through the RS485 Modbus communication. This connection is established with the optical communication. Central computational unit is manufactured by V-elin, and SCADA power plant system is manufactured by SIEMENS.\nCentral computational unit is equipped with GSM/GPRS communication modem with which it can collect data measured on the remote measuring points at Most na Soči and Bača pri Modreju.\nMeasuring points at Most na Soči and Bača pri Modreju have their own power supply through PV modules, batteries for periods without sun and a computational unit that ensures the operating of the whole system as well as the continued transfer of measuring signal to the central computational unit.","domain":"hydraulic_engineering"}
{"url":"https://www.laferterni.it/company_vehicles.php","date":"2022-08-15T10:53:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882572163.61/warc/CC-MAIN-20220815085006-20220815115006-00750.warc.gz","language_score":0.7156853079795837,"token_count":439,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__125354111","lang":"en","text":"“BENDINI” 2522 CT Crane\nSelf-propelled crane with 360° rotating turret mounted on 5th wheel, rear-mounted metal cantilever ballast and hydraulic telescopic boom. Maximum lifting capacity 25000kg.\nJLG450AJ Aerial platform\nJLG450AJ Self-propelled elevating work platform. Rated workload capacity 230kg\nMaximum platform height 13,7m\nMaximum reach 7,5m\nJLG800 Aerial platform\nJLG800AJ Self-propelled elevating work platform\nRated workload capacity 230kg.\nMaximum platform height 24,40m\nMaximum reach 15,80m\nMerlo P32 telescopic handler\n“Merlo P40” telescopic handler\n“Merlo P40” telescopic handler with work platform and lifting hook.\nMaximum lifting capacity on tyres and stabilisers 4000kg\nMaximum lifting capacity of “Tre Emme” lifting hook 4000kg\nMaximum carrying capacity of “Tre Emme” extendable platform 300kg\nIveco Daily with Bonfiglioli crane\nIVECO 35C truck with fixed cargo bed and P2300 BONFIGLIOLI CRANE. Maximum lifting capacity 710kg.\nTruck with Effer crane\nAG 1834 L45 Mercedes Benz truck – Maximum carrying capacity 10800kg with stabilisers and 250 3S EFFER crane.\nEFFER hydraulic crane with additional hydraulic joint, remote control, and 2 lifting hooks.\nMaximum carrying capacity 7700kg\nLifting capacity of small hook 3,2tonnes\nLifting capacity of large hook 11,5tonnes\nIVECO 35C TRUCK WITH FIXED CARGO BED (3 seat cabin)\nIVECO 80E15 TRUCK WITH FIXED CARGO BED\nTurret milling machine\nWrite to us for more information about our services\nLA.FER.: metalwork, fabrication of storage tanks, construction of conveyor belts, metal structures, piping and mounts, scheduled plant maintenance, insulation of piping and equipment.","domain":"hydraulic_engineering"}
{"url":"http://www.huitex.com/index.php?option=module&lang=en&task=pageinfo&id=76&index=5","date":"2023-12-07T20:05:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100686.78/warc/CC-MAIN-20231207185656-20231207215656-00248.warc.gz","language_score":0.8993125557899475,"token_count":188,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__312696938","lang":"en","text":"HUITEX® Geomembrane for Power Station Application\nAs the GDP grows, more new power stations have to be built for the surge of electricity demand in the developing countries. HDPE Geomembrane is widely used for the various storage ponds in the power stations. Such as\n- Evaporation pond\n- cooling pond\n- cooling and brine pond\n- Interval pumped storage pond – use the excess nighttime capacity to pump the water from the lower pond to the higher pond so that the hydroelectric energy can be generated by the elevation difference during the day.\n- Coal ash dams –for coal-fired power plants HUITEX® Geomembrane is made from premium virgin polyethylene resin, blended with adequate carbon black and antioxidant to ensure the excellent UV resistance and durability. HUITEX® Geomembrane is most suitable to the applications for power stations.","domain":"hydraulic_engineering"}
{"url":"https://www.ihp-tools.com/hydraulic-pressure-gauges.html","date":"2023-10-02T20:59:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511021.4/warc/CC-MAIN-20231002200740-20231002230740-00377.warc.gz","language_score":0.8694930672645569,"token_count":92,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__307720300","lang":"en","text":"Hydraulic Pressure Gauges\nG Hydraulic Pressure Gauges-Designed for fast, easy installation, hydraulic gauges are ideal for use in many applications.\nModel : G Series\n- Calibrated in dual scale reading\n- All pressure sensing parts sealed and dampened by glycerine for long life\n- Includes safety blow-out disk and pressure equalizing membrane\n- Gauge snubbers or needle valves recommended for high cycle applications","domain":"hydraulic_engineering"}
{"url":"http://cdm16317.contentdm.oclc.org/cdm/singleitem/collection/p4006coll8/id/1063/rec/8","date":"2014-12-18T13:32:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-52/segments/1418802766295.3/warc/CC-MAIN-20141217075246-00034-ip-10-231-17-201.ec2.internal.warc.gz","language_score":0.9684638977050781,"token_count":92,"dump":"CC-MAIN-2014-52","global_id":"webtext-fineweb__CC-MAIN-2014-52__0__104829828","lang":"en","text":"Black and white photograph from 1863 of the flooding Grand River rushing over the Stone Dam in Grand Ledge, Michigan. The Stone Dam was constructed in 1887 by J.S. Mudge, the then new owner of the Seven Islands Resort. This dam created a deep, level body of water used for boating and swimming. In 1893, the river flooded, bring with it chunks of ice; both the ice and the flooding water several damaged many buildings.","domain":"hydraulic_engineering"}
{"url":"http://generaterenewableenergies.com/hpp-map","date":"2023-11-29T22:52:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100146.5/warc/CC-MAIN-20231129204528-20231129234528-00842.warc.gz","language_score":0.9400889873504639,"token_count":156,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__210443373","lang":"en","text":"The river Osum is 161 km long from its source (in the Vithkuq mountains, close to the border with Greece) to the town of Ura Vajgurore, where it joins the Devoll River, to create the Seman River. The stream of the river can be divided in three parts, the upper stream, the middle stream and the lower stream. The upper and middle stream cross through a mountainous and hilly area, and will be used for the construction of the power plants. The water basin that feeds the Osum River is bordered in the north with the Devoll River, in the south with the Vjosa River and in the east with the Greek border. The river has a water catchment area of 2142 km2.","domain":"hydraulic_engineering"}
{"url":"http://lisarae.co/category/garden/","date":"2019-06-27T00:23:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-26/segments/1560628000609.90/warc/CC-MAIN-20190626234958-20190627020958-00216.warc.gz","language_score":0.8013156056404114,"token_count":133,"dump":"CC-MAIN-2019-26","global_id":"webtext-fineweb__CC-MAIN-2019-26__0__195374743","lang":"en","text":"honeywell commercial thermostat commercial programmable thermostat.\n4 inch submersible well pump prices 4 inch submersible well pumps 4 4 inch submersible well pump 4 inch submersible well pump prices 4 inch submersible pump prices 22 kw submersible pump price 3 4 sub.\nwell pressure tank switch well pump controller well pressure tank switch well pressure switch settings.\nhow to clean a pond without draining it soap box rose carving flip type solid draining.\nthe garden glove garden gloves to work with the land in the garden protective gardener and gardening amazon garden gloves with claws nitrile garden gloves amazon.","domain":"hydraulic_engineering"}
{"url":"http://www.foreca.hu/United-States/Texas/Dallas/warnings","date":"2017-06-24T22:31:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-26/segments/1498128320362.97/warc/CC-MAIN-20170624221310-20170625001310-00712.warc.gz","language_score":0.9313188195228577,"token_count":203,"dump":"CC-MAIN-2017-26","global_id":"webtext-fineweb__CC-MAIN-2017-26__0__176040369","lang":"en","text":"Időjárási előrejelzés Dallas\nFlood Warning issued June 24 at 2:52PM CDT until June 25 at 9:30PM CDT by NWS Dallas-Fort Worth\nDallas ...The Flood Warning continues for the following areas in Texas... Trinity River At Dallas Affecting Dallas County The Flood Warning continues for The Trinity River At Dallas. * At 0200 PM Saturday the stage was 30.78 feet. * Flood stage is 30 feet. * Minor flooding is occurring and Minor flooding is forecast. * Forecast...The river will continue rising to a crest near 35 feet by tonight. The river should fall below flood stage Sunday morning. * At 35 feet, Some low water crossings use by cattle for grazing will be inundated, as well as low lying areas likely under water. && Do not drive cars through flooded areas. Caution is urged when walking near riverbanks. Stay tuned to NOAA All Hazards Radio for the latest river forecasts.","domain":"hydraulic_engineering"}
{"url":"https://www.pedelta.com/design-of-regulation-tank-of-the-ter-barcelona-water-pipeline-p-90-en","date":"2022-12-10T09:26:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710421.14/warc/CC-MAIN-20221210074242-20221210104242-00134.warc.gz","language_score":0.9188686013221741,"token_count":169,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__4645472","lang":"en","text":"Pedelta participated in the design and construction of the third drinking water tank on the Torre Pinos hill, in the municipality of Granollers, north of Barcelona. The tank is fed by a pipeline coming from the River Ter basin and serves to regulate the drinking water distribution network in the area. The volume of the tank is 17600 m3. The structure is designed with a continuous concrete bottom slab and a precast roof consisting of prestressed concrete panels and prestressed precast beams.\nThe project also included the replacement of a 200 m long pumping pipe with a diameter of 700 mm, the construction of 240 m long outlets for the three tanks with ribbed polyethylene pipes and the connection of the new water tank to the pipeline network at two bifurcation points. Pedelta oversaw the works on site.","domain":"hydraulic_engineering"}
{"url":"http://unimix-uae.com/project/dubai-water-canal/","date":"2022-11-30T19:54:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446710771.39/warc/CC-MAIN-20221130192708-20221130222708-00679.warc.gz","language_score":0.8894516825675964,"token_count":83,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__230637750","lang":"en","text":"Dubai Water Canal\nDubai Water Canal is yet another unique project by Dubai Roads and Transport Authority (RTA). The construction works of the project’s infrastructure is scheduled for completion by 2017. This project will connect the Business Bay with the Arabian Gulf passing through the heart of Dubai.\nAn approximate 150,000 cubic metres of high durable concrete will be supplied by Unimix for this project.","domain":"hydraulic_engineering"}
{"url":"https://www.des.qld.gov.au/climateaction/take-action/case-studies/kidston-pumped-hydro-storage","date":"2023-10-03T07:37:06Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511055.59/warc/CC-MAIN-20231003060619-20231003090619-00354.warc.gz","language_score":0.8879945278167725,"token_count":182,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__302363663","lang":"en","text":"Case study: Kidston Pumped Hydro Storage Project\nThe Kidston Pumped Hydro Storage Project is a 250-megawatt pumped storage hydroelectric power generation facility that will use the decommissioned Kidston Gold Mine’s upper and lower pits.\nThe project has been enabled through the Queensland Government’s investment of $147 million in transmission infrastructure to connect the project to a 186-kilometre transmission line from Kidston to Mount Fox near Ingham, creating 400 jobs. Construction of the pumped hydro project will create a further 500 jobs, powering North Queensland’s economic recovery.\nThis project is important step in the roll out of large-scale energy storage capability to enable more renewable energy to come into the National Electricity Market. The Kidston Pumped Storage Hydro Project and its associated transmission infrastructure is expected to be completed and feeding into the National Electricity Market by early 2025.","domain":"hydraulic_engineering"}
{"url":"https://www.jjcllc.com/project/anacostia-pump-station-replace/","date":"2023-03-21T07:34:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296943637.3/warc/CC-MAIN-20230321064400-20230321094400-00058.warc.gz","language_score":0.8148058652877808,"token_count":126,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__39369432","lang":"en","text":"Anacostia Pump Station Replace\nOwner: DC Water 5000 Overlook Ave. SW Washington, DC 20032\nStart Date: 3/8/2007\nCompletion Date: 11/21/2008\nType of Work: : Pumping Station\nScope:: This project involved the construction of a new finished water pumping station with twelve new pumping units. The structure included a lower level area, pump room, operations room, electrical room, battery room, generator room, and toilet rooms.\nContact us now\n7100 Athens Place Washington, DC 20512-7100","domain":"hydraulic_engineering"}
{"url":"https://www.metallux.de/en/products/pressure-sensors/pressure-sensors-in-steel/pressure-sensor-stainless-steel-pressure-connector-sps-3003-z/","date":"2021-04-21T10:22:07Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618039536858.83/warc/CC-MAIN-20210421100029-20210421130029-00153.warc.gz","language_score":0.8916744589805603,"token_count":99,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__154086402","lang":"en","text":"The SPS 3003 Z series combines a stainless steel pressure sensor with an integrated pressure connection and an amplifier circuit. The 0.5 V ... 4.5 V output is proportional to the applied pressure. No seal is required between the sensor and pressure connection, which makes the sensor particularly resistant to aggressive media. Its high burst pressure and overload capacity also makes it ideal for hydraulic applications.\nBrake systems, Forklift trucks, Hydraulic, Cooling systems, Pressure transmitters, Pressure switches","domain":"hydraulic_engineering"}
{"url":"https://www.pdmltd.co.uk/market-sectors/highways-offering/concrete-drainage/stormbrake/","date":"2024-02-23T12:37:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474412.46/warc/CC-MAIN-20240223121413-20240223151413-00051.warc.gz","language_score":0.8990288376808167,"token_count":321,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__172484045","lang":"en","text":"Vortex Flow Controls (VFCs) are commonly used in drainage schemes to regulate the stormwater runoff from urban areas.\nThrough the use of vortex flow technology FP McCann’s Stormbrake™ provides the solution to a variety of stormwater management problems. These include accurately controlling stormwater flow, minimising upstream storage requirements and reducing the risk of blockages compared to traditional orifice plates.\nWhat is Vortex Flow Technology?\nVortex flow technology is based on the principle of a vortex hydrodynamics, where under sufficiently high upstream water levels a vortex is induced in the flow by the device. The vortex motion results in significant energy loss, creating a pressure drop across the device and restricting the discharge leaving the outlet. The geometric properties of the device control the amount of flow restriction and can be tailored to suit the design conditions for a specific site.\n- Reduces the amount of upstream storage required, minimising the cost of providing attenuation facilites\n- Minimal maintenance required after installation. FP McCann’s StormBrake™ is self-activating and function without any mechanical components\n- Outlet clearances up to 6 times larger than an equivalent\n- orifice plate, significantly reducing the risk of blockages and\n- the associated maintenance costs\n- Accurately designed to meet a wide range of design conditions:\n- – flows up to 120l/s;\n- – heads up to 3m\n- Contains a bypass door which can be manually opened at ground level using a pull cable to allow easy access for inspection or blockage removal","domain":"hydraulic_engineering"}
{"url":"https://frankwall.com/product/koshin-centrifugal-pumps/","date":"2023-12-02T02:26:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100309.57/warc/CC-MAIN-20231202010506-20231202040506-00180.warc.gz","language_score":0.9391024112701416,"token_count":133,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__302200672","lang":"en","text":"Koshin Centrifugal Pumps\nKoshin centrifugal pumps are great for use in the construction and industrial industry. These pumps can be used for dewatering as well as draining. The pump housings are made of die cast aluminum for strength, weight reduction, and portability. The pumps impellers and volutes are constructed of cast iron for durability and long operating life. The pumps use Honda engines with the low oil shut off feature. These pumps self prime up to 26′.There is a strong transport protection powder coated steel roll cage on engine pumps 2″ or larger. We also offer a 2 year limited warranty on pump ends.","domain":"hydraulic_engineering"}
{"url":"https://orycon.com/vgatesmm.html","date":"2023-09-28T09:50:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510387.77/warc/CC-MAIN-20230928095004-20230928125004-00347.warc.gz","language_score":0.7374780178070068,"token_count":119,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__54469250","lang":"en","text":"3407 Rose Ave.\nOcean, NJ USA\nVALVE GATE SYSTEMS (mm)\nORYCON manufactures valve gate systems for various applications. Both hydraulic and pneumatic, designed for long life, low maintenance, and easy installation. Our valve gate systems are suitable for small, medium and large volume parts.\nClick on a Valve Gate System For More Information.","domain":"hydraulic_engineering"}
{"url":"http://www.aggbusiness.com/categories/screening-static-mobile/news/eren-invests-in-washing/","date":"2019-05-19T13:21:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-22/segments/1558232254882.18/warc/CC-MAIN-20190519121502-20190519143502-00357.warc.gz","language_score":0.9457133412361145,"token_count":126,"dump":"CC-MAIN-2019-22","global_id":"webtext-fineweb__CC-MAIN-2019-22__0__213657070","lang":"en","text":"Eren invests in washing\nFirst publishedon www.AggBusiness.com\nAggregate production for a US$100million canal construction project in south eastern Turkey has been improved with the delivery of a new mobile washing plant. Eren Inşaat has invested in a new M2500 mobile washing plant for the project which involves construction of a 63km length of the 221km canal (see ABE July/Aug 2010) which will transfer water from the Ataturk reservoir for agricultural irrigation. Eren has said that it invested in the plant because it can be moved with the mobile crushing and screening plant as the project progresses.","domain":"hydraulic_engineering"}
{"url":"https://discover.ua/en/locations/dneproges","date":"2023-11-30T11:28:47Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100184.3/warc/CC-MAIN-20231130094531-20231130124531-00486.warc.gz","language_score":0.9469676613807678,"token_count":203,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__288915223","lang":"en","text":"This is a large hydroelectric power station in the south of Ukraine, the fifth stage of a cascade of hydroelectric power stations, provides electricity to the Donetsʹk-Kryvyi Rih industrial area. The station is the oldest among the cascade of power stations on the Dnipro River. On its basis in Zaporizhzhia was created metallurgical, chemical and machine-building industrial complex. With the construction of the dam, which increased the water level by 50 meters in the Dnipro river, shipping began. On May 1, 1932, the Dnipro hydroelectric power plant produced a stream. In 1969 the construction of the Dniproges-2 and the new one in the single-chamber airlock began. The new gateway is a unique engineering structure, it has become a domestic analogue of the famous Panamanian locks. Now the total power of the Dnipro Hydroelectric Power Plant is 1538.0 MW.","domain":"hydraulic_engineering"}
{"url":"http://www.solgenmachine.com/hydraulic-press.htm","date":"2021-07-24T00:15:13Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046150067.87/warc/CC-MAIN-20210724001211-20210724031211-00719.warc.gz","language_score":0.9058285355567932,"token_count":93,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__245206383","lang":"en","text":"We are a technologically driven Manufacturer and Supplier of Hydraulic Press including C Frame Hydraulic Press, Fix Frame Hydraulic Press and Power Operated Hydraulic Press. These Hydraulic Press Machines are equipped with advanced components that ensure uninterrupted performance for hours. Hydraulic Press is designed for precise and speedy performance at low operating cost. Hydraulic Press has durable and corrosion resistant housing, which makes it withstand high pressure.\nFor more details please click on the links given below","domain":"hydraulic_engineering"}
{"url":"https://sarawaknews.wordpress.com/2010/10/30/bakun-dam-water-level-up-rajang-down/","date":"2017-03-31T00:30:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-13/segments/1490218205046.28/warc/CC-MAIN-20170322213005-00425-ip-10-233-31-227.ec2.internal.warc.gz","language_score":0.9271774291992188,"token_count":86,"dump":"CC-MAIN-2017-13","global_id":"webtext-fineweb__CC-MAIN-2017-13__0__319222511","lang":"en","text":"Bakun dam -water level up; Rajang, down-a fair exchange?\nOctober 30, 2010 by democracy4now\nThe linkage cannot be denied from these recent pictures:\nLatest pix of Bakun Dam's impoundment-water level has gone up\nRajang's water level has gone down-is it a fair exchange with the Bakun dam developer?\nThe pictures are from here.","domain":"hydraulic_engineering"}
{"url":"https://patrioteng.com/project/fort-wayne-wastewater-treatment-plant/","date":"2022-05-18T05:45:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662521152.22/warc/CC-MAIN-20220518052503-20220518082503-00163.warc.gz","language_score":0.9106133580207825,"token_count":211,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__62000135","lang":"en","text":"FORT WAYNE WASTEWATER TREATMENT PLANT\nFort Wayne, Indiana\nThis project consisted of two phases of construction. Phase No. I construction began on this project in the fall of 2002 and completed in the Fall of 2004. This project consisted of the construction of influent tunnels and a new headwork’s screening building. Patriot’s role for this project also consisted of auger cast pile installation observation and testing, piles load tests, concrete compressive strength testing, and soils testing.\nPhase No. II construction began on this project in the Spring of 2006 and completed in the Winter of 2008. This project consisted of the construction of four primary clarifiers with piping and tunnels connecting to existing facilities. Patriot’s primary contact for this project was Chris Stenback with Barton Malow Company. As with Phase No. I, Patriot’s roles for this phase of the project consisted of auger cast pile installation and observation and testing, pile load tests, concrete compressive strength testing, and soils testing","domain":"hydraulic_engineering"}
{"url":"https://tripuranewslive.com/different-development-works-done-in-jolaibari-block-under-mgnrega/","date":"2022-05-25T17:02:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662588661.65/warc/CC-MAIN-20220525151311-20220525181311-00711.warc.gz","language_score":0.9343924522399902,"token_count":182,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__118535678","lang":"en","text":"In the Financial Year 2021-22, about 72 work orders has been created under Kalashimukh ADC Village, Jolaibar RD Block for implementations of various developmental works under MGNREGA scheme.\nOut of 72 work orders, about 64 developmental works have been completed 29 land levelling works have been undertaken and completed under MGNREGA.\nThe work of land levelling has been completed spending Rs 2.507,432.\nThe work of flood diversion and channel construction has been completed under Kalashimukh ADC Village spending Ra 1, 322,473.\nAbout 16 works like constructions of roads has been completed spending Rs 1.558,698.\nOneCheck Dams will be constructed across a natural streams water bodyunder MGNREGA where Rs 2, 01.782 will be spent involving 994 mandays under Kalashimukh ADC Village.","domain":"hydraulic_engineering"}
{"url":"http://www.tzecontractorsupply.net/store/p31/6%22_Diesel_Pump.html","date":"2018-05-22T05:48:26Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-22/segments/1526794864626.37/warc/CC-MAIN-20180522053839-20180522073839-00552.warc.gz","language_score":0.8241788148880005,"token_count":86,"dump":"CC-MAIN-2018-22","global_id":"webtext-fineweb__CC-MAIN-2018-22__0__24347489","lang":"en","text":"6\" Diesel Pump\n225 1800 $225.00 - $1,800.00\nHeavy-duty automatic self-priming centrifugal trash pumps are ideal for high flow efficiency and superior solid handling capabilities. Excellent for contractors, pump rental companies, mining, general construction and municipal use where unattended operation is necessary. High-grade cast ductile iron pump housing, wear plate and impeller construction is jobsite tough.","domain":"hydraulic_engineering"}
{"url":"https://will.illinois.edu/index.php/news/story/sangamon-flood-warning-extended-in-piatt","date":"2017-09-25T02:25:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-39/segments/1505818690307.45/warc/CC-MAIN-20170925021633-20170925041633-00172.warc.gz","language_score":0.9327200651168823,"token_count":173,"dump":"CC-MAIN-2017-39","global_id":"webtext-fineweb__CC-MAIN-2017-39__0__18783628","lang":"en","text":"UPDATE: Sangamon Flood Warning Extended to Monday Morning\nThe Flood Warning for the Sangamon River at Monticello has been extended until Monday morning.\nThe river stage at Monticello remained at 13.2 feet on Sunday morning, the same level as on Saturday morning.\nFlood stage for the Sangamon River at Monticello is 13.0 feet.\nThe National Weather Service forecasts that the river level will hover just above flood stage at Monticello for the remainder of Saturday, before slowly beginning to fall.\nBy Monday morning, the river is expected to be just below flood stage.\nIn the meantime, the Weather Service says the Monticello area has been seeing minor flooding in the area, and is predicting more minor flooding to occur.\nIt advises motorists who encounter a flooded roadway to turn around and find an alternate route.","domain":"hydraulic_engineering"}
{"url":"https://paktribune.com/news-details/ge-to-supply-turbines-and-generators-for-dasu-hydropower-plant","date":"2023-02-04T22:37:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500154.33/warc/CC-MAIN-20230204205328-20230204235328-00218.warc.gz","language_score":0.9280648827552795,"token_count":155,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__203802295","lang":"en","text":"General Electric GE Renewable Energy, in consortium with Power China /Zhongnan Engineering Corporation Limited, announced that it has been selected by Pakistan Water and Power Development Authority (WAPDA) to supply six Francis turbines and generators for Stage 1 of the new Dasu hydropower plant in Pakistan.\nThe 2.2 GW Dasu hydropower project is one of the most important power generation projects in the country. The plant will help generate clean electricity, ushering in a new era of socio-economic potential and development in remote areas.\nThe project will be completed in two stages. The first stage consists of installing a 2,160 MW hydropower plant on the Indus River, which could be expanded to 4,320 MW in a second phase","domain":"hydraulic_engineering"}
{"url":"https://www.multitechdevices.in/paddle-type-flow-switch.html","date":"2020-01-19T08:47:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250594333.5/warc/CC-MAIN-20200119064802-20200119092802-00551.warc.gz","language_score":0.9009255170822144,"token_count":143,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__144259810","lang":"en","text":"|Home||» Products||» Paddle Type Flow Switch|\nPaddle Type Flow Switch\nThe Paddle Wheel Flow Switch is serviceable whenever visual flow signal (without flow measurement) is mandatory. The structure of these products is so simple and functional. These are featured with paddle wheel, which is fixed into motion via the flowing media. The clearly noticeable, rotating paddle wheel delivers visual hint of flow. Flow ranges are diverse by varying the inlet port orifice, enabling utilization of the same size frame for all flow varieties. The switches can be installed in all places, as long as the flow relics in the direction of the arrow. These Paddle Wheel Flow Switches can be ranged for optimal visibility.","domain":"hydraulic_engineering"}
{"url":"https://www.sedalgo.co.uk/graphite-submersible-pumps-240v-stainless-steel/","date":"2022-08-13T04:18:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571869.23/warc/CC-MAIN-20220813021048-20220813051048-00154.warc.gz","language_score":0.9267447590827942,"token_count":128,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__21728609","lang":"en","text":"Product added to cart\nGRAPHITE submersible water pumps with powerful motors are designed for pumping clean or dirty water, but contamination size should not exceed 20 mm. The tool is made of stainless steel and has protection class I, level IP68. The tool features automatic on and off switching depending on the water level changes. The pump is equipped with long copper power cord and a carrying handle. The tool is not designed for pumping water for food purposes. The pump set includes pipe stub and blanking plug. Compliance with European standards is confirmed with CE certificate.","domain":"hydraulic_engineering"}
{"url":"http://benoston.com/product/API6A_Parts/220.html","date":"2021-01-23T13:33:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703538082.57/warc/CC-MAIN-20210123125715-20210123155715-00697.warc.gz","language_score":0.8638473749160767,"token_count":250,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__197396955","lang":"en","text":"BACK PRESSURE VALVES AND CONTROL PLUG\nBACK PRESSURE VALVES\nThe B-H Back Pressure Valve is a one-way check valve used to seal tubing pressure to 20,000 psi while the blowout preventers are removed and the Christmas trees is installed. It also permits fluid to be circulated down the tubing and prevents back flow.\nThe B-H Two-way check Valve is installed in the tubing hanger to allow the Christmas tree to be tested to 15,000 psi. The twoway check valve allows pressure to be equalized above and below the seal, ensuring safe removal from the tubing hanger. The shallow threads on the B-H Back Pressure Valve and B-H Two-way Check valve provide strength, allowing the valves to withstand extremely high pressure without significantly reducing the tubing hanger bore size.\nVALVE REMOVAL AND CONTROL PLUGS\nThe control plug is a check valve which allows a pressure gauge to be installed in the housing or spool outlet companion flange.The check valve contains well pressure when the 1/2” pipe plug is removed.The control plug is ported to eliminate the passage of well fluid around the threads when the pressure gauge taps the well pressure.","domain":"hydraulic_engineering"}
{"url":"http://reversewhoownphone.site/yard-drain/","date":"2019-12-06T12:10:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540487789.39/warc/CC-MAIN-20191206095914-20191206123914-00043.warc.gz","language_score":0.9044950008392334,"token_count":332,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__135536994","lang":"en","text":"yard drain drain tile yard drain box.\nyard drain drainage yard drainage pipe depth.\nyard drain large version concrete yard drain box.\nyard drain drainage solutions yard drainage systems cost.\nyard drain pop up yard drain drain tile yard drain tile systems yard drain tile cost drain tile yard pop up yard drain yard drainage systems.\nyard drain french drain in yard french drains for yard drainage awesome best outdoors french drain images on yard drain system.\nyard drain hire yard drainage contractors for french drain install in county yard drainage pump.\nyard drain yard drainage solutions curtain yard drainage pipe size.\nyard drain cost to install french drain in yard fine cost french drain installation cost planning design basement yard drainage cost.\nyard drain yard landscape idea beginner tips and advice for yard drainage problems learn how to solve your yard drain pipe repair.\nyard drain yard drain boxes back yard renovation yard drain box home depot yard drainage systems cost.\nyard drain standing water in your yard maybe you need a yard drain installation yard drainage pump.\nyard drain drainage experts prepping the yard for new drain pipes yard drainage pipe repair.\nyard drain do you have areas of standing water in your yard can provide customized yard drainage solutions to you in and around yard drainage pipe slope.\nyard drain follow us best yard drain system.\nyard drain yard drainage yard drainage contractors near me.\nyard drain view larger image proper yard drainage french drain system yard drainage pipe installation.\nyard drain yard drainage pipe pitch.\nyard drain drainage pop up yard drainage nj.\nyard drain st yard drains yard drainage system design.\nyard drain tag archive downspout drain line yard drainage pipe depth.","domain":"hydraulic_engineering"}
{"url":"https://zmi.st/2023/09/17/water-level-in-zaporizhzhia-npp-cooling-pond-grows-to-15-95-m-energoatom/","date":"2023-09-25T13:11:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233508977.50/warc/CC-MAIN-20230925115505-20230925145505-00048.warc.gz","language_score":0.9465628862380981,"token_count":352,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__322073059","lang":"en","text":"As of Sunday, September 17, the water level in the cooling pond at the Zaporizhzhia Nuclear Power Plant (NPP) grew to 15.95 meters.\nThe National Nuclear Energy Generating Company Energoatom said this in a post on Telegram, Ukrinform reports.\n“As of 12:00 on September 17, a slight increase in the water level in the cooling pond was recorded. Currently, it is at 15.95 m,” the report says.\nAccording to Energoatom, despite Russia’s blowing up of the Kakhovka HPP dam, the situation remains stable and under control.\nThe water level in the “hot” channel of the Zaporizhzhia Thermal Power Plant, from which the ZNPP pond is fed if necessary, is currently at 16.77 meters, in the “cold” channel – 10.75 meters.\nThe company noted that the water level in both channels almost does not drop significantly, and the indicators no longer depend on the Kakhovka reservoir destroyed by the Russian forces.\nIt is stressed that ZNPP power units have not been operating since September 2022, therefore, active evaporation of water from the cooling pond has not occurred since then.\nAs reported, on September 15-16, the water level in the Zaporizhzhia NPP cooling pond reached 15.94 m.\nThe water level in the “hot” channel of the Zaporizhzhia TPP was at 16.70 m. In the “cold” channel, the water level reached 10.84 m.\nPhoto: Kostiantyn Liberov","domain":"hydraulic_engineering"}
{"url":"https://www.sorensen.ie/news/new-project-announcement-glashaboy-flood-relief-scheme/","date":"2024-02-27T18:19:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474676.79/warc/CC-MAIN-20240227153053-20240227183053-00456.warc.gz","language_score":0.922247588634491,"token_count":121,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__8273475","lang":"en","text":"New Project Announcement: Glashaboy Flood Relief Scheme\nWe have great pleasure in announcing that Cork City Council has appointed Sorensen Civil Engineering as Main Contractor to deliver the Glashaboy Flood Relief Scheme. This 32-month project entails the construction of direct flood defences and conveyance improvement measures along the Glashaboy River and its tributaries. The flood defences proposed include flood walls, embankments, localised channel widening/deepening, and the replacement of culverts and bridges. The scheme will provide much needed protection for 78 residential properties and 25 commercial premises.","domain":"hydraulic_engineering"}
{"url":"http://enggprojecttopics.blogspot.com/2010/05/microprocessor-projects-water-level.html","date":"2018-07-22T14:41:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676593302.74/warc/CC-MAIN-20180722135607-20180722155607-00580.warc.gz","language_score":0.8736703395843506,"token_count":250,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__112656017","lang":"en","text":"Friday, 21 May 2010\nThe water level Controller is a reliable circuit, it takes over the task of indicating and Controlling the water level in the overhead water tanks. The level of the water is displayed in the LED Bar graph. The Copper probes are used to sense the water level. The probes are inserted into the water tank which is to be monitored. This water-level Controller-cum-alarm circuit is configured around the well-known 8 bit Microprocessor 8085. It continuously monitors the overhead water level and display it and it also switch Off the Motor when the tank fills and it will automatically switch On the Motor when the water level is low. The Microprocessor will also indicate the water level over the LED display. All the input and output functions are done through the Programmable Peripheral Interface IC 8255.\nLabels: Microcontroller projects\nEngineering Seminar Topics,Engineering Project topics,Engineering Project Ideas,project topics, paper presentation topicsFree engineering seminar topics, project topics,This blog does not claim credit for any images and videos featured on it.Engineering Seminar Topics,Engineering Project topics,Engineering Project Ideas,project topics, paper presentation topicsFree engineering seminar topics, project topics,","domain":"hydraulic_engineering"}
{"url":"http://imassignmentelyn.orlandoparks.info/prefeasibility-study-of-upper-khudi-a-hydropower-project.html","date":"2018-10-15T10:23:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-43/segments/1539583509170.2/warc/CC-MAIN-20181015100606-20181015122106-00147.warc.gz","language_score":0.9063264727592468,"token_count":1100,"dump":"CC-MAIN-2018-43","global_id":"webtext-fineweb__CC-MAIN-2018-43__0__69909685","lang":"en","text":"Islamabad: (app) water and power development authority (wapda) has completed feasibility studies and prefeasibility studies of eight run of the river hydropower projects by utilizing tributaries of the rivers the said the feasibility studies of projects included basho hydro power project (40 mw. Ce111 this project entitled prefeasibility study of upper khudi -a hydropower project is one prepared by group of five students in partial fulfilment of requirement for the bachelor's degree in civil engineering. The upper karnali hydroelectric project, the study of upper karnali run-of-river project to conduct prefeasibility study of this project after the. This project entitled pre-feasibility study of hewa khola-b small hydropower project is the one prepared by a group of six students in partial fulfillment of the requirement for the bachelor's degree in civil.\nA recent pre-feasibility study confirmed there are no fatal flaws surrounding the concept of a hydro-electric power station on the burdekin falls dam. Canton hydro upper collinsville dam clean energy fund to conduct a pre-feasibility study to explore the repowering of the upper and lower collinsville dams. Besides that, beijing engineering corporation has completed the investigation and design works for some huge hydropower projects, such as maji hydropower station (4200mw), songta hydropower station (3600mw) and yabiluo hydropower station (1950mw) and has completed investigation and design works for tens of small and medium hydropower projects.\nThe overwhelming superiority of the 4180 mw upper karnali storage project among the large hydropower projects identified so far in nepal is so obvious that the team of the consultants conducting the pre-feasibility study of the 300 mw upper karnali project under the financial assistance of the world bank must have been shocked by our ignorance. Enguri 3 hpp pre-feasibility study upper enguri river basin usaid hydropower investment promotion project (hipp) contract number: eem-i-00-07-00005. Activities and societies: final year project: pre-feasibility study of rigdi khola small hydropower project, chitwan (a project being developed by hydro solutions pvt ltd, swoyambhu, kathmandu) elective subjects: 1.\n• atlin hydro expansion prefeasibility study successfully awarded funding tagamounation's new post hydro project etc) complete pre-feasibility study. Cost estimates prepared for this pre-feasibility study are approximate only and meant for planning purposes by the client for hydropower license upper. Middleback ranges pumped hydro energy storage project pre-feasibility study tasmanian electricity export plan charges up tasmania could export renewable energy to mainland states as part of their plan to become the battery of the nation, a new report has confirmed.\nFollowing the successful completion of a pre-feasibility study in 2014, smec is to undertake the feasibility study for the next phase of the 12mw baime hydropower project in morobe province, papua new guinea the baime project consists of a low height diversion weir, a 3 pkm long headrace pipe, a. Guaranty fund for nt2 hydropower project from ban chim which situates on the upper middle reach of nam according to the study on pre-feasibility study on. Feasibility study of 5 mw of richet khola hydropower project detail engineering design and preparation of tender documents and construction supervision of upper hudgi khola hydropower project(5mw), gulmi.\nSimilarly, wapda also completed pre feasibility study of upper palas valley hydropower project (157 mw), middle palas valley hydropower project (398 mw) and upper spat gah (252 mw) in 2008 they said during the last five years, feasibility study of basho (40 mw) hydropower project had been completed. The prefeasibility study of budhi gandaki hydropower project found the project with the option of 600 mw with fsl 520 masl as the most promising and recommended for the project development. The upper mazaruni hydro-electric project and pre-feasibility studies of a limited number of sites a feasibility study for the establishment of the upper. Feasibility study and environmental impact assessment (eia) study of upper khudi-a hydropower project (278 mw) post evaluation of six hydropower detailed geotechnical studies including topographical survey of sharada-babai hydropower project (93 mw.\nSilver lake hydropower project ferc no 13717 pre-feasibility study reportpre-feasibility study report december 2010. Study and was studied by halcrow to pre-feasibility level in 1998 social and a feasibility study of the project is recommended the nam mo hydropower project. 2074/75-5 pre-feasibility study of upper kaligandaki hydropower project 2 the department of electricity development (doed) now invites eoi from eligible consulting firms.","domain":"hydraulic_engineering"}
{"url":"https://www.tchsgroup.com/news/application-range-of-water-reducing-agent-17066362.html","date":"2019-01-19T08:26:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-04/segments/1547583662863.53/warc/CC-MAIN-20190119074836-20190119100836-00035.warc.gz","language_score":0.907721221446991,"token_count":140,"dump":"CC-MAIN-2019-04","global_id":"webtext-fineweb__CC-MAIN-2019-04__0__221007324","lang":"en","text":"It is suitable for pumping or normal concrete project with strength grade of c15~c60 and above. Particularly suitable for the preparation of high durability, high flow, high slump, high-strength and the appearance of high quality requirements of the concrete project.\nIt is very advantageous for the preparation of high fluidity concrete, self-compacting concrete and clear water surface facing concrete. Ordinary water-reducing agent suitable for daily minimum temperature of 5 ℃ construction of concrete. High-efficiency water-reducing agent suitable for the daily minimum temperature of 0 ℃ of concrete construction, and suitable for the preparation of large liquid concrete, high-strength concrete and steamed concrete.","domain":"hydraulic_engineering"}
{"url":"http://www.eocopper.com/news/at-the-initial-stage-of-the-diversion-tunnel-p-13078004.html","date":"2022-06-27T15:31:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103334753.21/warc/CC-MAIN-20220627134424-20220627164424-00699.warc.gz","language_score":0.8651658892631531,"token_count":186,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__49682289","lang":"en","text":"Office Mob: +8615524105871\nOffice Tel: +86-024-31931990\nOffice Fax: +86-024-22845391\nAt the initial stage of the diversion tunnel project of the Copper Daimi tailings of the Miladuo Copper Mine\nAt 10:28am local time on February 28 in Ecuador, with the sound of the last blasting of the diversion tunnel at the beginning of the Tongdaim tailings yard of the Miladuo Copper Mine, a total length of 650.7 was constructed by the Tongling Nonferrous Copper Crown Mine Construction Company. m. The 4m×5m cross-section of the initial dam diversion tunnel was completed throughout the project and entered the construction phase from the construction preparation period, which provided guarantee for the commissioning of the Mirador project in 2019.","domain":"hydraulic_engineering"}
{"url":"https://www.jacksonwtwo.net/2021/01/flood-warning-for-sf-of-forked-deer.html","date":"2023-02-01T10:01:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499919.70/warc/CC-MAIN-20230201081311-20230201111311-00554.warc.gz","language_score":0.927440345287323,"token_count":128,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__279181464","lang":"en","text":"1159 AM CST Sat Jan 2 2021\nThe National Weather Service in Memphis has issued a\n* Flood Warning for\nthe S.F. of the Forked Deer River at Jackson.\n* From Sunday morning to Sunday afternoon.\n* At 11:00 AM CST Saturday the stage was 33.7 feet.\n* Flood stage is 34.0 feet.\n* Minor flooding is forecast.\n* Forecast...The river is expected to rise to a crest of 34.0 feet\n* Impact...At 34.0 feet, Businesses along Westover Road are affected\nby flood waters.","domain":"hydraulic_engineering"}
{"url":"https://www.ibauhamburg.com/en/references/lafarge-ciment/","date":"2023-09-26T18:04:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510219.5/warc/CC-MAIN-20230926175325-20230926205325-00617.warc.gz","language_score":0.900870680809021,"token_count":152,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__247101889","lang":"en","text":"LAFARGE CIMENT, Nord de la France\nIBAU HAMBURG has equipped for Lafarge Cimentthree cement barges for self-unloading each with a hold capacity of 2,200 t, a length of 79 m and a width of 11 m.\nThese barges are transporting cement on the River Seine. In each barge a screw distribution system has been installed for the barge feeding with a conveying capacity of 2x 200 t/h. The storage holds are lined with fluidising panels. The barge’s self-unloading system includes a vertical screw conveyor which transports the material to a screw pump on the pier. Each screw pump has a discharge capacity of 150 t/h.","domain":"hydraulic_engineering"}
{"url":"https://www.valveforce.co.uk/products/self-acting-regulators/pressure/","date":"2018-08-22T08:13:28Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-34/segments/1534221219692.98/warc/CC-MAIN-20180822065454-20180822085454-00609.warc.gz","language_score":0.9305683970451355,"token_count":146,"dump":"CC-MAIN-2018-34","global_id":"webtext-fineweb__CC-MAIN-2018-34__0__50729348","lang":"en","text":"Self Acting Pressure Regulators\nValveforce in control under pressure\nSelf-actuating pressure control valves from Valveforce are designed to maintain an adjustable set point for pressure control systems. Our range is self-actuating and therefore does not need an additional auxiliary energy supply such as electric or air. Our range of self-actuating pressure control valves are easily to operate and set up, these are probably the most cost effective control valves available.\nPilot Operated Pressure Reducing Valves\nDirect Acting Pressure Reducing Valves\n- Very robust ensuring long life with minimal maintenance\n- Operates in harsh applications with often large pressure drops and flow rates\n- Available in large sizes with balanced bellows for larger pressure drops","domain":"hydraulic_engineering"}
{"url":"https://daylimoviz.com/watch-377429.html","date":"2020-11-30T02:22:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141204453.65/warc/CC-MAIN-20201130004748-20201130034748-00467.warc.gz","language_score":0.8430432677268982,"token_count":108,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__44168673","lang":"en","text":"Three Gorges: The Biggest Dam in the World streaming\n|53 min||Documentary||0 USD|\nDownload link for \"Three Gorges: The Biggest Dam in the World\" :\nExplores the plans for the construction of the monumental dam on China's Yangtze River, the structure that when completed in 2009 will become the Three Gorges Dam. It is slated to be 610 feet high, 1.3 miles across, creating a reservoir 400 miles and the largest power plant in the world.","domain":"hydraulic_engineering"}
{"url":"https://integritysupply.com/quickview/index/view/id/4437","date":"2023-05-28T22:07:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224644571.22/warc/CC-MAIN-20230528214404-20230529004404-00536.warc.gz","language_score":0.7699589133262634,"token_count":118,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__288351862","lang":"en","text":"Graco GH 733ES Gas Hydraulic Sprayer, Big 250 System - 16U778\nSee Lower Price in Cart\nHeavy-Duty Graco Hydraulic System with faster, more responsive changeover and high-precision pressure control.\nHeavy-Duty Cooling System with large 4-gallon reservoir and durable hydraulic filter extends life.\nExclusive Xtremeª Pump includes QuikChange pump section with long life XtremeSealª and leather packings.","domain":"hydraulic_engineering"}
{"url":"https://ritroorkee.com/industrial-visit/tehri-dam-tehri-garhwal-visited-by-students-of-b-tech-mechanical-engineering-on-nov-16-2019/","date":"2023-06-04T00:29:58Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224649348.41/warc/CC-MAIN-20230603233121-20230604023121-00663.warc.gz","language_score":0.9162302613258362,"token_count":101,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__197728136","lang":"en","text":"Tehri Dam is a Hydro Electric Power plant under THDC on the Bhagirathi River at Tehri, Uttarakhand. The Students observed the following:\n- Tehri Dam is the highest Dam in India and one of the highest in the world.\n- Total power producing capacity is 1000 MW.\n- Francis Turbine is used to generate the electricity.\n- Hydraulic and Pneumatic system is used to open and close the supply of water into the turbine","domain":"hydraulic_engineering"}
{"url":"https://chareidi.org/archives5772/yisro/akinnertysr72.htm","date":"2021-10-27T19:01:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323588242.22/warc/CC-MAIN-20211027181907-20211027211907-00088.warc.gz","language_score":0.9632411003112793,"token_count":201,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__15206726","lang":"en","text":"The Water Authority announced that last weekend the water level in the Kinneret rose from continued flow of rivers and streams, by seven centimeters (2.75 inches). This brings the water level up above the lower red line.\nThe water level is now 212.99 meters, bringing it to 4.19 meters below its maximum level (the upper red line). The rain that has already fallen will raise the level much more, but everyone hopes and prays for more rain.\nThere are three water level lines drawn by authorities for the Kinneret: the upper red line which is the highest level it can be allowed to reach before opening the dam to let out water, the lower red line which is a level below which it was always said the water should not fall, and the black line which is a level at which it is said that irreversible damage will happen to the lake ecosystem. The water level has not reached the black line, but for years it has not filled up to the lower red line.","domain":"hydraulic_engineering"}
{"url":"https://www.ballcon.com/2018/08/ball-completes-phase-one-of-hamilton-wwtp/","date":"2023-09-24T23:06:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506669.96/warc/CC-MAIN-20230924223409-20230925013409-00399.warc.gz","language_score":0.9393944144248962,"token_count":380,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__290725669","lang":"en","text":"Ball Construction is pleased to report steady progress at the Waste Water Treatment Plant (WWTP) upgrade at 700 Woodward Avenue, in Hamilton, Ontario.\nThis is a joint venture between Ball and Maple Reinders (deemed Maple Ball JV). Having begun in 2017, the estimated $87 million sub-project is part of the city’s Clean Harbour Program, a series of projects designed to improve the water quality of Hamilton Harbour.\nWorking in conjunction with the consultants, AECOM, this general contractor/bid spec project involves constructing a new main pumping station (MPS) for the WWTP. Benefits include increased capacity, enhanced conveyance to mitigate system flooding, provide increased system storage and reduce solids buildup during dry weather flows, and an improved maintenance regiment that will allow for half the wet well to be offline for maintenance while the pumping station remains operating.\nThe new circular building will be 41.97 metres in diameter and approximately 43 metres height, of which 27 metres will be underground. The pumping station will house 12 pumps, each having 700 horsepower and have an overall capacity of 1,700 ML/d (megalitres per day) of waste water.\nPhase 1, which involved relocation of the engineering offices and construction of the new site entrance, is now complete.\nWe are now working through Phase 2, which requires construction and commissioning of the new main pumping station and inlet tunnel. We have recently finished the excavation of the pumping station shaft and we are commencing the concrete works and foundation rock anchors. We’ve also begun tunnel operations for the inlet tunnel that will connect the existing pump station to the future pump station.\nPhase 3 will involve abatement of designated substances and demolition of the existing pumping station and has not yet started.\nThe project’s completion date is estimated to finish in mid-May of 2021.","domain":"hydraulic_engineering"}
{"url":"http://www.yourrenewablenews.com/mott+macdonald+appointed+on+the+chaglla+hydroelectric+power+project%2C+per%C3%BA_96966.html","date":"2017-04-30T22:32:42Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917125881.93/warc/CC-MAIN-20170423031205-00105-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9234743118286133,"token_count":342,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__244159251","lang":"en","text":"Mott MacDonald appointed on the Chaglla hydroelectric power project, Perú\nFriday, Dec 06, 2013\nMott MacDonald has been appointed by The Bank of New York Mellon as independent engineer to monitor construction of the USD1.2 billion Chaglla hydroelectric power generation project in Perú. The 406MW plant is being constructed on the Huallaga River in the Chaglla and Chinchao districts in Huánuco. The project is being developed by Empresa de Generación Huallaga S.A (an Odebrecht Energia S.A. subsidiary).\nThe scheme includes construction of a 400MW main power plant and a 6MW auxiliary plant, a 127km, 220kv transmission line, 34km of permanent access roads. A 202m concrete faced rockfill dam forming a 17.3km long 466 hectare reservoir, a surface powerhouse and diversion, spillway and headrace tunnels will also be included.\nMott MacDonald is supporting the lenders in the construction and operations monitoring phases of the project, which includes visits, reporting on progress and certification of disbursement. The consultancy previously reviewed technical, contractual and financial aspects of the scheme, which led to a successful financial close.\nClare Rhodes-James, Mott MacDonald's project director, said: \"This nationally significant project will impact Perú's economic development considerably by creating thousands of jobs and increasing its electric generation capacity to meet the needs of the country's rapidly growing economy. Once completed, this project will be Perú's third largest hydropower facility, providing approximately 13% of the country's installed hydropower.\"\nSource: Mott MacDonald","domain":"hydraulic_engineering"}
{"url":"https://www.konservative-allianz.de/stone-crusher/2177.html","date":"2022-01-25T04:38:55Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-05/segments/1642320304760.30/warc/CC-MAIN-20220125035839-20220125065839-00151.warc.gz","language_score":0.8917897939682007,"token_count":151,"dump":"CC-MAIN-2022-05","global_id":"webtext-fineweb__CC-MAIN-2022-05__0__62593048","lang":"en","text":"Single Cylinder Hydraulic Cone Crusher Ftm Machinery\nSingle cylinder hydraulic cone crusher has advanced structural design, excellent crushing ability, terrific reliability and low production and operation costs. Through single hydraulic cylinder lifting cone, it realizes the functions of discharge port adjustment, cavity cleaning, iron through and overload protection, etc equipped with electronic intelligent discharging port control system, it.Single cylinder hydraulic cone crusher is widely used in mining, smelting, building materials, highway, railway, water conservancy and chemical sectors, etc. It can crush medium and above medium hard materials, like iron ore, limestone, granite and others. The single cylinder hydraulic cone crusher has strong crushing ability, continuous and stable operation, neat grain shape, automatic.","domain":"hydraulic_engineering"}
{"url":"https://www.sardarsarovardam.org/project.aspx","date":"2023-12-08T19:24:24Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100769.54/warc/CC-MAIN-20231208180539-20231208210539-00264.warc.gz","language_score":0.910089910030365,"token_count":377,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__250059826","lang":"en","text":"The Sardar Sarovar Project is one of the largest water resources project of India covering four major states - Maharashtra, Madhya Pradesh, Gujarat and Rajasthan. Dam's spillway discharging capacity (30.7 lakhs cusecs) would be third highest in the world.\nWith 1133 cumecs (40000 cusecs) capacity at the head regulator, and 532 km. length, the Narmada Main Canal would be the largest irrigation canal in the world.\nThe dam will be the third highest concrete dam (163 meters) in India, the first two being Bhakra (226 metres) in Himachal Pradesh and Lakhwar (192 meters) in Uttarakhand.In terms of the volume of concrete involved for gravity dams, this dam will be ranking as the second largest in the world with an aggregate volume of 6.82 million cu.m. The first is Grand Coule Dam in USA with a total volume of 8.0 million cu.m. This dam with its spillway discharging capacity of 85,000 cumecs (30 lakh cusec), will be the third in the world, Gazenba (1.13 lac cumecs) in China and Tucurri (1.0 lac cumecs) in Brazil being the first two.\nThe reservoir would occupy an area of 37,000 ha. and would have a linear stretch of 214 kilometer of water and an average width of 1.77 kilometer. The Full Reservoir Level (FRL) of the Sardar Sarovar Dam is fixed at RL 138.68 metres (455 feet). The Maximum Water Level is 140.21 metres (460 feet.) while minimum draw down level is 110.64 metres (363 feet.). The normal tail water level is 25.91 metres (85 feet.).","domain":"hydraulic_engineering"}
{"url":"https://takemetonaija.com/2017/02/checkout-3-nigerian-power-plants-that.html","date":"2023-12-09T05:15:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100800.25/warc/CC-MAIN-20231209040008-20231209070008-00559.warc.gz","language_score":0.9273150563240051,"token_count":131,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__174168677","lang":"en","text":"Nigeria currently has a capacity to generate close to 5,000 MW of electricity but hardly maintains 4,000 MW. The federal government is working to ensure that the construction of the following power plants will be completed this year:\nKashimbila Hydropower (40MW)\nGurara Hydropower (30MW)\nKaduna Power Plant (215MW)\nUnsteady supply of gas to power plants due to pipe vandalization is the main culprit for this setback. Power Minister, Babatunde Fashola announced last year that FG is working to build hydropower plants to forestall this problem.","domain":"hydraulic_engineering"}
{"url":"https://www.polyfabrics.com.au/product/drainage-tank-modules/","date":"2019-10-20T03:56:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986702077.71/warc/CC-MAIN-20191020024805-20191020052305-00512.warc.gz","language_score":0.8782970309257507,"token_count":220,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__98851313","lang":"en","text":"Polyfabrics Drainage Tank Modules are the perfect sub-surface drainage system made from lightweight recycled polymers. It can be used in any subsurface Stormwater applications that need infiltration, retention or detention.\nThe Drainage Tank Modules also offer an alternative to the traditional gravel and pipeline system offering flexibility in design and is a clog free drainage solution when used with Geotextiles filters.\n- Storm Water drainage systems.\n- Attenuation Tanks.\n- Sports field drainage systems.\n- Channel Drainage.\n- Roadside systems.\n- Soak Away Tanks\nTime and money can be saved using Polyfabrics Drainage Tank Modules instead of the traditional gravel and pipeline system. It has a drainage void space ratio of over 95% compared to traditional systems of 35%, making it efficient and cost effective.\nThe Polyfabrics Drainage Tank Modules are manufactured using recycled polymers, subsequently making it very lightweight and easy to use.\nThe systems can also be built up to give flexibility in the design and construction of the underground drainage system.","domain":"hydraulic_engineering"}
{"url":"https://www.bkc.com.ua/en/news-type/rekonstrukcija-kva-majnskogo-gidrovuzla/","date":"2021-12-08T21:12:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363598.57/warc/CC-MAIN-20211208205849-20211208235849-00167.warc.gz","language_score":0.9312950968742371,"token_count":641,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__162788962","lang":"en","text":"08 April 2014\nReconstruction of the Measuring and Test Equipment (MTE) for the Maina Hydraulic Power System\nBancomzvjazok’s specialists have performed the analysis of the initial data and developed the design documentation for automation of the measuring and test equipment of the Maina Hydraulic Power System (Russia) as part of a joint project with Lenhydroproject, JSC—“The Integrated Reconstruction of the Maina Hydraulic Power System” in the shortest time. Our project includes key issues on MTE automation of earth dams and concrete structures. The customer of the project—Lenhydroproject, JSC—is one of the largest design and survey institutes in Russia, occupies one of the leading positions in the field of design of hydroelectric and water management facilities and performs a full range of design and author supervision services for the construction of hydraulic structures in areas with particularly complex geological-climatic conditions. The Maina Hydraulic Power System, located in the south of the Republic of Khakassia, in the head of the Yenisei River, was built at the end of the last century. The Sayano-Shushenskaya Dam and Maina Hydraulic Power System is a single hydropower complex. Its main purpose is to smooth fluctuations in the river level in tail water, create satisfactory conditions for water users, and generate additional electricity. The Maina Hydraulic Power System includes the right bank, channel, and left-bank earth dams, a HEP building with three hydraulic units with rotary-bladed turbines, and a concrete spillway dam with five spans of 25m each. The installed capacity of the Maina HEP is 321 thousand kW; the annual power generation is 1.7 billion kWh. The designed measuring and test equipment takes into account a wide range of factors affecting the reliability and safety of the Maina HEP facilities. In order to automate and increase the promptness of the collection of readings, the measuring devices existing at the station will be equipped with automatic sensors. According to the project, the hydraulic levels will be equipped with a geodetic micrometer altimeter in order to control the vertical movement of reinforced concrete blocks of structures, piezometers on earth structures—with pressure sensors to control the depression curve. It is planned to equip the head of the water structures with pressure sensors and a string of thermometers to measure the water level and control the filtration horizons through concrete structures. Multiplexers and local data concentrators installed will perform interrogations of collateral equipment, automation sensors and further transfer of measurements to the central processing unit. In addition, Bancomzvjazok JSC was faced with the task of designing the head of a piezometer located under the roadway along the dam crest. The difficulty was that this device should be used in an unusual and uncharacteristic area. The company's specialists have developed and proposed a unique design of the head of a piezometer that will allow taking large point loads without damaging it. For each site, the type of the cable routes laying and the location of secondary equipment have been considered.","domain":"hydraulic_engineering"}
{"url":"http://qualityenterprisesusa.com/water-utilities-construction.asp","date":"2020-02-24T02:02:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875145869.83/warc/CC-MAIN-20200224010150-20200224040150-00263.warc.gz","language_score":0.8755126595497131,"token_count":83,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__95191655","lang":"en","text":"Quality Enterprises USA, Inc. also specializes in water distribution systems. Our\nutility construction work includes a wide range of capabilities - from the\ninstallation of domestic water delivery lines, fire system lines, hydrants,\nmeters, and detector checks, to the construction of complex pumping stations. QE\nunderstands and abides by the regulatory requirements for the construction\nof water distribution systems.","domain":"hydraulic_engineering"}
{"url":"https://visitanderson.com/construction-at-broadway-lake-from-december-2-8-2019/","date":"2024-02-21T09:36:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473401.5/warc/CC-MAIN-20240221070402-20240221100402-00409.warc.gz","language_score":0.9614351987838745,"token_count":168,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__152055090","lang":"en","text":"ANDERSON COUNTY, S.C. (November 26, 2019) – On Monday, December 2nd, Anderson County will begin to gradually lower the water level at Broadway Lake. The lake level is expected to be 5½ feet below full pool by Friday, December 8th for enhancements. The public will have access to facilities during this period.\nThe water level being lowered will allow for the replacement of the deteriorated sea wall at Haynie Park, as well as improvements to the courtesy dock at McFalls Landing.\nBelk Construction of Anderson will build the sea wall project at Haynie Park project. Belk Construction has completed several water-based recreation projects for the County.\nAdditionally, during this time the County will tear down three county-owned structures at Broadway Lake.\nMEDIA CONTACT: Glenn Brill, PRT Director","domain":"hydraulic_engineering"}
{"url":"https://restaurant-playoff.fr/sri%20-%20lanka%20-%20plants%20-%20in%20-%20sri%20-%20lanka_34629.html","date":"2023-10-02T18:18:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233511002.91/warc/CC-MAIN-20231002164819-20231002194819-00280.warc.gz","language_score":0.8459767699241638,"token_count":149,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__248500040","lang":"en","text":"Lignocell Pvt Limited. Lignocell Private Limited is the pioneer in manufacture and export of quality Coir Pith (CFP) Sri Lanka. Company was incorporated August 1990, with an initial capacity 2400 MT bricks. Today its excess 25, 000 expanded product range ... Address：138/4, Minuwangoda Road, Ekala, Western, Sri Lanka Business type：Manufacturing.\n· The Moragolla electricity plant is the last item of the hydro power generation projects under the Mahaweli Ganga diversion scheme, while the Brodlands hydro power project is the final stage of the Laksapana power plants complex. The electricity generation capacity of the two plants is 66 MW.","domain":"hydraulic_engineering"}
{"url":"https://agrostar.in/article/decrease-in-the-water-storage-in-east-west-and-central-india/5a1faf4204801b9ad41defdb?state=bihar","date":"2021-10-26T00:22:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587770.37/warc/CC-MAIN-20211025220214-20211026010214-00615.warc.gz","language_score":0.9702889919281006,"token_count":108,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__145071112","lang":"en","text":"Decrease in the water storage in East, West and Central India\nThe Central Water Commission (CWC) has stated that the water storage in 91 major water reservoirs of the country is 64% of the total capacity as on 23rd November.\nIn the last week, on 16th November, the water storage was 66%. It has gone by 2% as compared to the last week. This decrease is mainly in the reservoirs of East, West and Central India._x000D_\nReference- Agrowon 27th November 17","domain":"hydraulic_engineering"}
{"url":"https://slymedianews.com/debris-accumulating-in-umzingwane-river/","date":"2021-09-23T05:38:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780057417.10/warc/CC-MAIN-20210923044248-20210923074248-00664.warc.gz","language_score":0.9577392339706421,"token_count":302,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__220346282","lang":"en","text":"By Staff Reporter\nResponsible authority needs to pay attention to debris which has been accumulating in Umzingwane River since the onset of the rain season.\nThe river is a major left-bank tributary of the Limpopo River in the country.\nIt rises near Fort Usher, Matobo District, south of Bulawayo and flows into the Limpopo River near Beitbridge, downstream of the mouth of the Shashe River and upstream of the mouth of the Bubye River.\nThe Mzingwane River is an ephemeral river with flow generally restricted to the months when rain takes place (November to March), with most flow recorded between December and February, except where it has been modified by dam operations.\nThe river contributes 9.3% of the mean annual runoff of the Limpopo Basin, making it the third largest tributary to the Limpopo basin.\nMajor tributaries of the Mzingwane River include the Insiza, Inyankuni, Ncema, Umchabezi (not to be confused with Mtshabezi) and Mtetengwe Rivers.\nThe lower Mzingwane River is a sand filled channel, with extensive alluvial aquifers in the river channel and below the alluvial plains.\nCurrently, some of these aquifers are being used to provide water for domestic use, livestock watering and dip tanks, commercial irrigation and market gardening","domain":"hydraulic_engineering"}
{"url":"https://www.km.com.qa/MediaCenter/pages/NewsDetails.aspx?ItemID=98","date":"2021-10-20T20:12:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323585348.66/warc/CC-MAIN-20211020183354-20211020213354-00662.warc.gz","language_score":0.9197638034820557,"token_count":403,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__248347634","lang":"en","text":"Qatar General Electricity & Water Corporation “KAHRAMAA” announced that the Corporation has started the awarding of the strategic mega reservoirs project and the accompanying pipelines at a total capacity of 2300 MIG and total cost of QR 17 billions. The projects come within KAHRAMAA plans to increase Qatar water strategic storage and ensure water supply to all areas as per KAHRAMAA mission of Providing High Quality and Sustainable Electricity and Water for Better Living in Qatar.\nThe strategic project of the mega reservoirs is considered the largest expansion of Qatar water storage ever. It aims to increase Qatar water strategic storage till 2026 (first stage). The projects consists of 24 reservoirs at a total capacity of 2300 Million Gallons. Each reservoir with a total capacity of about 100 MIG which is considered the largest concrete reservoir in the world. The reservoirs will be constructed in five locations ( Um Baraka, Um Salal, Rawdat Rashid, Abu Nakhla, and Al-Thumama). During the first phase, the project includes the installation of 650 km pipelines with large diameters. The space of each reservoir location is 1 km2. The reservoirs are unique in type and design.\nThe mega reservoir locations are selected near to desalination facilities at Ras Lafan to the north and Ras Abo Fontas to the south. they are also connected to the existing water network to meet the rapid population increase. The total cost of the project contracts QR 17 bn. 55% of contractors are Qatari companies. Contracts include excavation and landscape, main pipelines and accompanying pipelines installation, and reservoirs construction.\nOn the other hand, the designs of the second phase have been developed to meet Qatar requirements up to 2036. It includes 40 reservoirs with a total capacity of 3800 MIG. The mega reservoirs is one of the vital strategic projects. It aims to increase Qatar water strategic storage to meet the future needs in order to improve water security and KAHRAMAA services.","domain":"hydraulic_engineering"}
{"url":"https://bond.shreveportla.gov/bond-projects/cooper-road-ditch-mlk-ditch","date":"2022-05-20T09:43:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662531779.10/warc/CC-MAIN-20220520093441-20220520123441-00718.warc.gz","language_score":0.9737122654914856,"token_count":92,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__205051741","lang":"en","text":"The natural drainage channel has been improved by the City and the Parish in the past. Some of the channel was widened, straightened and paved with concrete and some of the channel was widened and straightened as an earthen channel.\nThis project would pave the earthen channel. It will make maintenance on the ditch easier and improve the hydraulic capacity.\nA paved channel in the neighborhood will also be an aesthetic upgrade from the earthen channel.","domain":"hydraulic_engineering"}
{"url":"https://saudisupplier.com/product/stauff-hydraulic-filter-se070h10b-4/","date":"2024-02-28T00:09:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474688.78/warc/CC-MAIN-20240227220707-20240228010707-00785.warc.gz","language_score":0.6597098112106323,"token_count":114,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__190698642","lang":"en","text":"Stauff Hydraulic Filter – SE070H10B/4 Description:\nThe Stauff SF Series High Pressure Filters are intended for in-line hydraulic applications and have a maximum operating pressure of 6,000 psi (420 bar). Using STAUFF SE series Filter Elements guarantees a high level of contamination removal efficiency. High dirt-retention capacity of the elements assures long service life and, consequently, lower maintenance costs.\nNOTE: STAUFF SE FILTER ELEMENTS ARE DESIGNED FOR USE WITH STAUFF SF FILTERS.","domain":"hydraulic_engineering"}
{"url":"https://bangsahar.wordpress.com/2008/04/10/work-on-80mw-power-project-in-phandar-soon/","date":"2018-03-22T21:20:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257648003.58/warc/CC-MAIN-20180322205902-20180322225902-00292.warc.gz","language_score":0.9716376066207886,"token_count":269,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__29037080","lang":"en","text":"Weekly Bang-e-sahar, Saturday,April 12-18,2008\nBy Our Correspondent\nGAHKUCH: The Water and Power Development Authority (Wapda) has prepared a feasibility report on construction of a 80 MW hydropower project in Phandar. Work on the project will start soon, officials said.\nThey said French bank, AFB, would provide Wapda with 70 per cent of the project’s cost as loan on soft term basis while the remaining fund would be given to Wapda as grant-in-aid. The total cost of the project has been estimated to be Rs3.83 billion.\nAll arrangements have been made to start work on the mega project. After conducting a survey, Wapda said the site was very suitable for the project.\nOfficials said international tenders would be floated for the project with a few months. The project would be completed in two phases. In the first phase, 40 MW electricity would be produced that would be provided to Ghizer and Gilgit. After completion, Ghizer would become self-sufficient in electricity.\nIn the second phase, 40 MW electricity would be produced would be given to Chitral district.\nThe officials also said the project would not affect the land and other properties of the local population.","domain":"hydraulic_engineering"}
{"url":"http://mknauer-design.co/box-drain/","date":"2020-02-22T04:16:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-10/segments/1581875145648.56/warc/CC-MAIN-20200222023815-20200222053815-00025.warc.gz","language_score":0.8265243172645569,"token_count":427,"dump":"CC-MAIN-2020-10","global_id":"webtext-fineweb__CC-MAIN-2020-10__0__49048267","lang":"en","text":"box drain x stop tap cock hydrant cover cast iron drains oak island history bunnings.\nbox drain drainage concrete system detail.\nbox drain planter drainage detail with grate system.\nbox drain yard drainage solutions how to gravel washing machine installation concrete.\nbox drain yard a drainage pipe is buried and clogged second system detail rcc design.\nbox drain yard drains catch basin drainage systems landscape and pipe detail concrete installation planter.\nbox drain custom sized stainless steel rectangular channels with slope industrial line e history drainage home depot washer install.\nbox drain yard planter drainage detail rcc design.\nbox drain watertight closure with road ways cover history drainage home depot gravel.\nbox drain distribution boxes planter detail design oak island drains found 2019.\nbox drain hoods canopies covers detail drainage meaning planter design.\nbox drain diagram of the system drains oak island drainage plastic planter detail.\nbox drain yard drains home depot garden drainage solutions oak island found 2019 meaning plastic.\nbox drain drainage meaning installation home depot.\nbox drain drains a worry in hail storms planter drainage detail washing machine installation.\nbox drain yard in ground sump pump cover drainage plastic rcc design.\nbox drain drainage channel design cover washer installation.\nbox drain extender kit 5 black drainage home depot oak island drains 2019.\nbox drain after history drainage home depot concrete installation.\nbox drain we are manufacturer of type drains drainage chamber for muck cleaning purposes our is a joint sedimentation cum incorporation tank to with grate.\nbox drain at street drainage oak island drains found 2019 type system.\nbox drain main picture drainage culvert type system design.\nbox drain spigot faucet pipe cover waterproof insulated pouch for outdoor outside landscape covers best insulation exterior installing an design history drainage plas.\nbox drain deck tan 5 design drainage culvert washer installation.\nbox drain 5 inch channel kit with metal grate of 3 drainage culvert system.\nbox drain pro series 3 x 1 meter channel grate kit drainage plastic meaning planter detail.\nbox drain boxes drainage meaning installation gravel.","domain":"hydraulic_engineering"}
{"url":"https://elpasoheraldpost.com/el-paso-water-crews-close-portion-scenic-drive-kentucky-damn-project-set-start/","date":"2022-07-02T07:21:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103989282.58/warc/CC-MAIN-20220702071223-20220702101223-00429.warc.gz","language_score":0.9324676394462585,"token_count":114,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__195500074","lang":"en","text":"Starting Monday, February 6, El Paso Water is closing Scenic Drive from Louisville Avenue to Kentucky Street for several months for the Kentucky Dam Improvements project.\nDrivers will still be able to enter and exit Scenic Drive by detouring around the closure on Louisville Avenue. The $3.9 million project will reduce flooding in Central El Paso.\nThe project will increase the capacity of nearby ponds and add piping that keeps water off the streets by directing stormwater into the dam.\nAdditionally, the project will improve service in the area by replacing water and wastewater lines.","domain":"hydraulic_engineering"}
{"url":"http://www.salini-impregilo.com/en/archive/impregilo/press-releases/impregilo-awarded-contract-qatar.html","date":"2017-02-28T05:32:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-09/segments/1487501174135.70/warc/CC-MAIN-20170219104614-00431-ip-10-171-10-108.ec2.internal.warc.gz","language_score":0.9390272498130798,"token_count":251,"dump":"CC-MAIN-2017-09","global_id":"webtext-fineweb__CC-MAIN-2017-09__0__261994334","lang":"en","text":"- The project involves the construction of storm water drainage tunnel in Doha, capital of Qatar.\n- The Contract has a value of approximately 100 million EURO.\nMilano,24 ottobre 2012. Impregilo has won the tender issued by the Public Works Authority of Qatar for the design and build of a storm water drainage tunnel for the collection of the surface and groundwater in the city of Doha, capital of Qatar.\nThe contract has a value of approximately 100 million EURO.\nThe project involves the construction of a main 9.5 kilometre water collection tunnel with an excavation diameter of 4.5 metres, and the construction of 21 access shaft.\nThe excavation of the tunnel will be executed with the use of two Tunnel Boring Machines (TBM).\nThe work will be completed in about four years.\nImpregilo has been working successfully for many years in the Middle-East and is currently involved in Abu Dhabi in the construction of much of the so-called STEP Project (Strategic Tunnel Enhancement Program). This is a hydraulic tunnel of 40 kilometres of total length, 25 of whose are being built by Impregilo. The project will allow the collection to a treatment plant of the city waste water.","domain":"hydraulic_engineering"}
{"url":"https://sachnewstv.com/hyderabad-four-gates-of-osman-sagar-lifted/","date":"2022-07-04T03:51:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104293758.72/warc/CC-MAIN-20220704015700-20220704045700-00308.warc.gz","language_score":0.9716771841049194,"token_count":200,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__206520958","lang":"en","text":"Hyderabad: The Hyderabad Metropolitan Water Supply and Sewerage Board (HMWS&SB) has lifted four gates of the Osman Sagar. Due to the continuous rains in the last few days, the reservoir is receiving abundant inflow and the gates were lifted to drain the excess water into the Musi River.\nOn Saturday, the water level at the reservoir was recorded at 1,788.80 feet against the FTL of 1,790 feet. The reservoir capacity is 3.90 TMC and on Wednesday the water level was 3.62 TMC. The water body is receiving 1,100 cusecs of inflow.\nHMWS&SB officials said in a press release that the India Meteorological Department (IMD) has predicted rains for three more days, following which the decision to open the gates was taken. HMWS&SB Managing Director Dana Kishore asked people living near the Musi catchment area to be alert.","domain":"hydraulic_engineering"}
{"url":"http://job.naij.com/RNP+AND+O+technicianengineers-resume-25023","date":"2017-07-25T06:49:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-30/segments/1500549425082.56/warc/CC-MAIN-20170725062346-20170725082346-00232.warc.gz","language_score":0.8337369561195374,"token_count":121,"dump":"CC-MAIN-2017-30","global_id":"webtext-fineweb__CC-MAIN-2017-30__0__164565471","lang":"en","text":"vita construction company lagos\nJune 2010 - Present Day (7 years 2 months)\n- Manual design of the sloping of a drainage system using the inlet and outlet invert levels.\n- Calculation of the cost of construction of the drainage system using Civil Engineering Standard Method of Measurement.\n- Establishment of level from the bench mark for the flooring of the drainage system.\n- Setting out of horizontal and vertical structures such as culvert, drainage, industrial and residential buildings.\n- Manual design of simple building elements such as slabs, beams, columns and staircases.","domain":"hydraulic_engineering"}
{"url":"http://brfmu.org/about_us/frontpagenews.asp?ID=1380","date":"2017-11-23T01:44:30Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-47/segments/1510934806715.73/warc/CC-MAIN-20171123012207-20171123032207-00549.warc.gz","language_score":0.9622758030891418,"token_count":122,"dump":"CC-MAIN-2017-47","global_id":"webtext-fineweb__CC-MAIN-2017-47__0__228754030","lang":"en","text":"Draw Down Completed\nFor the upcoming reconstruction of the gated spillway and installation of a third hydroelectric unit on the Black River, the water levels have been decreased by 6 inches a day, a total of roughly 14 feet.\nThe project demolition, reconstruction, and installation of the low flow hydroelectric unit is expected to begin near the end of 2009 following final approvals. The project is expected to be completed in April of 2011.\nTake a look at the interesting pictures taken of the current dam, as well as areas of the riverbed exposed during this low water period by viewing our Utility Issues page.","domain":"hydraulic_engineering"}
{"url":"https://sureinc.wordpress.com/category/mini-hydro/","date":"2021-09-18T03:55:36Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780056297.61/warc/CC-MAIN-20210918032926-20210918062926-00220.warc.gz","language_score":0.9265512228012085,"token_count":568,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__61375619","lang":"en","text":"Philippine Star, 23 February 2009\nTaipan to invest over $700 million in hydro power plants\nBy Donnabelle L. Gatdula Updated February 23, 2009 12:00 AM\nMANILA, Philippines – One of the country’s taipans is planning to invest over $700 million to put up hydro power facilities in Luzon and Mindanao, well-placed industry sources said.\n“A group of investors, including a taipan, is putting up hydro power plants in several locations in Luzon and Mindanao,” the sources said yesterday.\nThey said the consortium is now in the process of conducting land surveys in preparation for the construction of a 332-megawatt (MW) hydro power facility in Luzon.\nThis capacity, the sources said, could be expanded up to another 300 MW.\nAccording to sources, the taipan really wants to take an active role in the government’s effort to develop renewable energy (RE) sources.\n“Hydro power is clean and renewable,” the sources said, when asked why the taipan chose to build a hydro power facility.\nThere are over 40 indicative hydro power projects that are listed in the Department of Energy’s Philippine Energy Plan (PEP) which will generate 1,025 MW.\nThe Metro Luzon Urban Beltway and Mindanao regions host the bulk of the potential projects with a total capacity of 368 MW and 369.8 MW, respectively.\nThe biggest indicative project based on the PEP is the 360 MW expansion of CBK Power of the Kalayaan Pumped Power Storage in Laguna which is expected to be completed in 2011.\nAnother huge hydro power project expected to be completed in 2011 is the Salug Daku hydro power plant in Saguiaran, Lanao del Norte.\nThe PEP indicated that there are already 14 hydro power projects with feasibility studies all over the country. These projects are estimated to provide an additional 255.2 MW to the country’s hydro power capacity.\nThe projects are being undertaken by various developers. These are: Solutions Using Renewable Energy (SURE); Province of Biliran; PNOC-EDC/Soluziona, Chase Makros Management Inc. (CMMI); Benguet Power Resources Development Corp.’ First Gen Visayas Hydro Power Corp.; and the Sta. Clara Power Corp.\nThe DOE noted that two of these projects will proceed to the construction phase. These are: Colasi in Mercedez, Camarines Norte; and Sipangpang in Cantilan, Surigao del Sur projects with a potential capacity of 1 MW each. Both projects are expected to be completed this year.","domain":"hydraulic_engineering"}
{"url":"http://jwhr.birjand.ac.ir/article_593.html","date":"2020-09-19T19:47:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400192783.34/warc/CC-MAIN-20200919173334-20200919203334-00329.warc.gz","language_score":0.9325472116470337,"token_count":333,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__115858004","lang":"en","text":"Document Type: Research Paper\nM.Sc. Graduate, Water Engineering Department, University of Birjand\nAssociate Professor, Water Engineering Department, University of Birjand\nAssistant Professor, Water Engineering Department, University of Birjand\nPh.D. Graduate, Hydraulic Structures Department, Shahid Chamran University of Ahvaz\nLateral intake is a structure constructed next to a main channel to divert part of the flow within the channel. The separated area of the flow in the entrance of intake channel has no effect on flow discharge while reduces the effective cross-sectional area of the intake, as well as the bed load, which enters the intake due to low velocity flow deposits in this area. Thus, knowing the dimensions of the separated area at the intake channel entrance is particularly important. In this study, flow separation zone was calculated at the intake entrance of 90 degree in three depths of 3, 6, and 12 cm from the bottom of the channel for discharge ratios of 0.2 and 0.4, 0.6 and 0.8 in five turbulence models using three-dimensional Flow-3D model. In order to determine the accuracy of the model in predicting the dimensions of the separated areas, the obtained results were compared with the results of the physical model. Streamlines were drawn and dimensions of the separated areas were determined. In comparing results between the laboratory observations and the predicted ones by numerical model, Reynolds Normal Group model (RNG) had better predictions, with a correlation coefficient of 0.97, root mean square error of 3.16, and a mean absolute error of 2.3 cm, than other turbulence models.","domain":"hydraulic_engineering"}
{"url":"https://www.johnconinc.com/portfolio/sewer-screen/","date":"2020-09-24T01:35:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400213006.47/warc/CC-MAIN-20200924002749-20200924032749-00755.warc.gz","language_score":0.8236385583877563,"token_count":58,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__216850977","lang":"en","text":"September 2015 -\nCity of Rifle\nTo install a new automated sewer screen at the south waste water pumping station. This involves installing a new bypass line with a new concrete structure and installing a new manual bypass screen and a new automated screen. The project is slated to be complete in November.","domain":"hydraulic_engineering"}
{"url":"https://www.asce-pgh.org/Blog/12971375","date":"2024-02-26T17:01:53Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474661.10/warc/CC-MAIN-20240226162136-20240226192136-00478.warc.gz","language_score":0.9735696911811829,"token_count":145,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__105571526","lang":"en","text":"On August 25, 2022 a group of 15 industry professionals took a tour of the Charleroi Lock and Dam, a project owned and operated by the U.S. Army Corps of Engineers.\nThe lock is on the lower Monongahela River and is currently being modernized to include a new, larger River Chamber which will better accommodate today’s river traffic. Participants learned about several unique construction means and methods required for the project while viewing active construction within the dewatered lock chamber. Attendees were also treated to panoramic views of the construction site from the top of the new control tower. The existing lock chambers were constructed in 1932 and the new lock chamber is expected to be completed in 2024.","domain":"hydraulic_engineering"}
{"url":"http://www.carwashmag.com/issues/past-issues-list/past-issues-single-view/seal-less-pumps/e49cd85a104494526142327d46b94eb2.html","date":"2021-01-24T09:38:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703547475.44/warc/CC-MAIN-20210124075754-20210124105754-00685.warc.gz","language_score":0.8011329174041748,"token_count":219,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__49555331","lang":"en","text":"Wanner Engineering’s Q155 Series Quintuplex Seal-Less Pumps are designed for a variety of applications. The medium pressure line includes two models: Q155K with a maximum flow rate of 78 gpm (295 l/min) and maximum discharge pressure of 3,000 psi (207 bar) and the Q155M with a maximum flow rate of 65 gpm (246 l/min) and maximum discharge pressure of 3,500 psi (241 bar). Like all Hydra-Cell seal-less pumps, the new Hydra-Cell Q155 Series are “packing-free” and designed to replace horizontal centrifugal pumps and packed plunger pumps. The design eliminates the need for external lubrication and maintenance as well as plunger wear problems associated with packing. Wanner Engineering Inc., 1204 Chestnut Avenue, Minneapolis, MN 55403. (612) 332-5681. Fax: (612) 332-6937. E-mail: email@example.com. Website: www.Hydra-Cell.com.","domain":"hydraulic_engineering"}
{"url":"http://www.yadifluid.com/english/index.php?CM=product&A=detail&I=576&goodsid=96","date":"2019-12-07T12:44:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-51/segments/1575540499389.15/warc/CC-MAIN-20191207105754-20191207133754-00295.warc.gz","language_score":0.9340042471885681,"token_count":163,"dump":"CC-MAIN-2019-51","global_id":"webtext-fineweb__CC-MAIN-2019-51__0__125606065","lang":"en","text":"YD102S Large Rangability Control Valves download\nBefore, we have to install 2 sets valve to meet large rangeability requirement, small one control small flow and large one control large flow, the process realize to separately control main channel and bypass. It works but faces huge investment cost.\nFor cost saving, we specially developed large rangeability control valve YD102S，realized large range flow regulation by one valve.\nTo control large range flow is the trend of industry automation. YD102S helps to reduce valve investment, also can be the replacement of same function import type valve.\nYD102S can realize at least 70% cost saving compare the investment of 2 sets valve separate control process. It had certified for invention patent of China. To contact us for detail please!","domain":"hydraulic_engineering"}
{"url":"https://www.canaltrust.org/discoverypoi/steam-pumping-station/","date":"2023-12-05T02:15:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100540.62/warc/CC-MAIN-20231205010358-20231205040358-00759.warc.gz","language_score":0.975216805934906,"token_count":136,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__35715171","lang":"en","text":"Like the singular inclined plane at Georgetown, at Mile 174.2 are the remnants of the only steam pumping station along the canal. The original steam pumping station was constructed in Oldtown and used for about 20 years. It was inefficient and aging, so a new steam pumping station was built here in 1872. The steam pumping station pumped water up from the Potomac and directly into the canal ditch. As Dam Number 7 was never built and Dam 8 at Cumberland had to water the canal for 50 miles, canal engineers thought this would help keep canal levels deep enough for boats to safely pass through the canal's waters.\nPhoto Credit: C&O Canal National Historical Park","domain":"hydraulic_engineering"}
{"url":"https://xcshbxw.cn/asad878","date":"2021-10-25T19:04:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323587767.18/warc/CC-MAIN-20211025185311-20211025215311-00253.warc.gz","language_score":0.9435164928436279,"token_count":331,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__258653528","lang":"en","text":"a year and a half of construction, so that the Beichuan River amazing changes! Into the Beichuan River comprehensive management site, about 6 km long to see the reporter, the Beichuan river river once has been transformed into two, mainly undertake the task of flood control has been outside the river water, the river flows smoothly; and as the ecological and landscape construction of inland river inland at present, at top speed, the six great lakes construction has been completed 95% of the total project amount, in September this year is expected to achieve the water, Lake Kitagawa Heroku will face shows to the public.\n[progress] as of now, the river has been completed through the water, river on the six great lakes construction has been completed 95% of the total project amount, six weirs (water retaining structure) to complete the construction of the total project amount of more than 90%.\n[six] of the Hanoi River, Beichuan Lake built six great lakes, reflect the waterfront leisure theme.\n– No. two: Lake scenic area construction is the moral theme park, by the bridge, the method of India, usually in my heart and many other attractions. Here plans to build a sports leisure park, so that people come here, feel the fun of sports and leisure.\n– No. three: Lake scenic settings reflect the ancient garden with epic, composed of mysterious dance, pottery, and other attractions in Xiping early memory.\n– No. five: the construction of a summer Lake Park, the main attractions are the Yellow River jiaozi, West Yinma etc..","domain":"hydraulic_engineering"}
{"url":"http://www.chinahighlights.com/news/travel-latest/three-gorges-dam-see-completion.htm","date":"2014-09-17T17:34:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-41/segments/1410657124236.90/warc/CC-MAIN-20140914011204-00201-ip-10-196-40-205.us-west-1.compute.internal.warc.gz","language_score":0.9360702037811279,"token_count":179,"dump":"CC-MAIN-2014-41","global_id":"webtext-fineweb__CC-MAIN-2014-41__0__367896","lang":"en","text":"The Three Gorge Dam Sees Completion\nThe giant dam of the Three Gorges hydropower project on the Yangtze River saw completion on Saturday, 20, May, signifying a milestone achievement of major structure of the gigantic Three Gorge project.\nThe Three Gorges, which consist of Qutang, Wuxia and Xiling Gorges, extend for about\nAfter the completion of the huge dam, water level will be raised gradually by approximate 40 meters. Over 800 historic sites will be lost but many new areas that were previously unreachable will be opened along the river. The main attractions such as Xiling gorge, White king\nThe concrete placement of the Dam's main section was completed 10 months ahead of schedule, which will enable the Dam to start its role in power generation, flood control and shipping improvement in 2008, one year ahead of designated time.","domain":"hydraulic_engineering"}
{"url":"https://safetysourcefire.ca/product/5-way-valved-manifold/","date":"2023-09-23T04:12:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506479.32/warc/CC-MAIN-20230923030601-20230923060601-00030.warc.gz","language_score":0.8509104251861572,"token_count":182,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__290778936","lang":"en","text":"The hydraulically actuated slide valve combined with four of TFT’s 2.5” quarter-turn ball valves with folding handles make for the ultimate in versatility. All four 2.5” valves can be used with or without the LDH valve being open. Valve seats are field replaceable, and quarter-turn folding valve handles require low force to move, even under pressure. The automatic valve lock on the 2.5” valves maintain valve position while flowing at partial openings. Folding handles minimize required storage space. Device includes carrying handle, a pressure gage and optional PRV. A polymer bearing ring helps prevents galvanic corrosion on LDH couplings. Storage bracket available.\n5-Way Valved Manifold\nThe 5-Way Manifold is a compact, portable, low friction-loss valve that can be used in many water distribution applications.","domain":"hydraulic_engineering"}
{"url":"http://www.umiyachemicals.com/2018-03-26-hfm-series-leak-proof-corrosion-41.html","date":"2020-04-10T17:57:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-16/segments/1585370511408.40/warc/CC-MAIN-20200410173109-20200410203609-00449.warc.gz","language_score":0.9232820868492126,"token_count":411,"dump":"CC-MAIN-2020-16","global_id":"webtext-fineweb__CC-MAIN-2020-16__0__153364330","lang":"en","text":"HFM Series leak-proof Corrosion-resistant wear-resistant pump is a new type of liner-type suction (shaft sealing position and inlet the same direction) decay-resistant wear pump. This pump is a new type of pressure delivery pump which is developed under the condition of common running wear-resistant and anti-sabotage pump. It is applied in five innovative technologies (patent). Its main features are: 1. Pump inlet in the shaft seal in the same direction, the shaft seal at negative pressure environment, so it will not leak, to overcome the original corrosion-resistant wear-resistant pump easy to damage, easy to leak shaft seal leakage disease . Second, a wide range of applications: The pump is equipped with a variety of interchangeable lining material, can be used for a variety of chemical corrosive, abrasive liquid and slurry delivery, and a variety of different materials interchangeable spare parts performance , User adjustment is very convenient. Third, low operating costs: There are two main factors, first, wearing parts such as pump cover and suction port with a split structure, with a separate corrosion-resistant wearing parts, easy to replace, more economical. Second, the pump seal does not use the back of the impeller decompression, saving shaft power consumption, saving energy. Another advantage of the HFM-II two-stage corrosion-resistant and wear-resistant slurry pump is that it has good abrasion resistance due to the higher pump outlet pressure at a lower single impeller linear velocity, Slurry pump to increase the pressure to increase the linear velocity of the impeller, leading to increased impeller, pump shell wear shortcomings, effectively improve the life of the impeller, pump cover and other wear parts. V. HFM-II-type corrosion-resistant wear-resistant double-stage pump due to high pressure, with high-pressure filter filter, the filter effect is good, the filter cake less water to overcome the shortcomings of the filter press with pump pressure shortage .","domain":"hydraulic_engineering"}
{"url":"https://landscapeelements.com.au/project/pinnaroo-memorial-lake/","date":"2021-09-23T12:23:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-39/segments/1631780057421.82/warc/CC-MAIN-20210923104706-20210923134706-00042.warc.gz","language_score":0.973501443862915,"token_count":104,"dump":"CC-MAIN-2021-39","global_id":"webtext-fineweb__CC-MAIN-2021-39__0__180516339","lang":"en","text":"The brief for the project was to reconstruct the existing water body into a major feature of the cemetery as well as serving as an irrigation lake for the site. The work included major bulk civil works and the supply and installation of major pumping and bore headworks infrastructure. The design and construction of the boardwalk included 3.5m pylons. A feature pump house and pavilion were built by Landscape Elements.\nPinnaroo Memorial Lake\nSeeding innovation, growing people, creating landscapes and maintaining connections.","domain":"hydraulic_engineering"}
{"url":"https://www.acoself.ca/products/drainline-150","date":"2023-12-09T02:45:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100781.60/warc/CC-MAIN-20231209004202-20231209034202-00561.warc.gz","language_score":0.8391271829605103,"token_count":107,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__28213146","lang":"en","text":"DrainLine 150 is a practical, robust system for use in domestic areas where larger amounts of water can collect or rainwater downpipes are run into the trench drain.\nThe polymer concrete channel is supplied with a galvanized steel grating, strong enough to withstand constant light duty vehicular traffic use.\n- Rigid one metre polymer concrete channel, 150mm wide\n- Higher capacity channel system\n- High water intake galvanized steel grate\n- Bottom pipe outlet cast on every channel\n- Polymer concrete closing caps available","domain":"hydraulic_engineering"}
{"url":"https://unitedrepublicoftanzania.com/economy-of-tanzania/energy-in-tanzania-power/mtera-dam-overview-ecology-project-phases-history-of-map-construction-fishery-location-pdf-secondary-school-source/","date":"2023-09-21T22:53:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233506045.12/warc/CC-MAIN-20230921210007-20230922000007-00857.warc.gz","language_score":0.9158930778503418,"token_count":1246,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__149190578","lang":"en","text":"Mtera Dam – Overview, Ecology, Project Phases and More\nMtera dam is a hydropower dam in Tanzania. This dam is situated midway between Dodoma and Iringa on the boundary between Dodoma and Iringa regions. It takes two hours to reach the dam from Dodoma when travelling on a tarmac road.\nOverview of the Mtera Dam Tanzania\nMtera Dam is a big hydropower dam located in Tanzania. At full capacity, The dam measures 250 square miles (660 sq km). The lake is 9.3 mi (15 km) wide and 35 mi (56 km) long and is fed by River Kisigo and the Great Ruaha River. It was constructed between 1975 and 1979 to regulate water level downstream at the Ruaha installed Kidatu Hydropower Dam. Its total capacity is 110,000 horsepower (80 M.W.).\nThe lake is regarded as one of the best Tanzania birding tours location because there are many shallow areas and close to 1 million dead trees. Also, the waters have a rich population of fish. During the early 1990s, close to 5,000 tonnes of fish were caught in the lake.\nPhase I (1970 to 1975)\nThe first phase of the Mtera Dam project involved building a 350 m long and 40 m high earth rockfill dam and an underground power generation plant at Kidatu. Two generating sets, each with a capacity of 50 M.W., were installed at the power plant for a total capacity of 100 MW. The rockfill dam, situated around 10 km upstream of the underground power plant, provided the plant with a regulation reservoir with a total storage capacity of 125 million cubic metres and an unlined headrace intake tunnel of 9.6 km long down to the power plant.\nPhase II (1977 to 1981)\nThe second phase of the project involved the additional installation of two units of 50 M.W. generators at the Kidatu Hydro plant. The installation brought the plant’s total capacity to 200 MW. It was, however, realized that the Kidatu Reservoir volume was not big enough for yearly regulation and continuous use of the four generating sets. To handle the availability of water during the dry season of normal years and a series of dry years, optimal storage had to be put in place upstream of Kidatu. The idea of constructing a primary storage dam at Mtera around 170 km upstream of Kidatu was conceived for this reason.\nPhase III (1984 to 1988)\nThe third phase of the Mtera Dam project involved the building of an underground power plant at Mtera. Two units of 40 M.W. generators totaling 80 M.W. were installed. There is a water intake for a short headrace tunnel close to the dam as well as penstocks to the power house before the water is discharged through a long tailrace tunnel.\nThe Mtera Dam and Power Station\n- The Mtera Dam is a buttress-type concrete structure with its crest level at 701.5 m above sea level. The dam’s main tributaries are the Kisigo, Little Ruaha, and Great Ruaha Rivers. The dam was completed in December 1980 and was commissioned by late President Julius Nyerere on February 19, 1981.\n- The dam is the largest in Tanzania in terms of concrete volume, crest length, and height. The dam’s impounded reservoir is also the largest artificial lake in the country. It is also the road bridge between the Dodoma and Iringa regions and part of the Great North Road (Cape Town – Cairo)\n- The hydroelectric plant has an installed capacity of 80 megawatts. Power generation began on May 22, 1988, for unit 1 and December 7, 1988, for unit 2.\nMtera Dam Technical Data\n|Catchment Area (km2)||68,000|\n|Maximum height of the dam (m)||45|\n|Total crest length (m)||260|\n|Full supply level (m.a.s.l)||698.5|\n|Minimum supply level (m.a.s.l)||690.0|\n|Area at F.S.L. (km2)||605|\n|Area at M.S.L (km2)||187|\n|Live storage volume at F.S.L (mm3)||3200|\n|Dead storage value at M.S.L (mm3)||500|\n|Headrace tunnel length (km)||0.8|\n|Tailrace tunnel length (km)||11.5|\n|Vertical steel penstocks (km)||0.92|\n|Total generation capacity (M.W.)||80|\n|Firm annual generation (GWh)||303|\n|Number of units||2|\n|Cross-section of headrace and tailrace (m2)||55|\n|Discharge capacity through turbines (m3/s)||96|\nContract for the Works\nThe following contracts were awarded in March 1984 for the construction of the Mtera Dam Hydropower Plant\n|Penstock steel||ABB SAE SADELMS|\n|Linings and gates||Milan, Italy|\n|Civil works||IMPRESIT, COGEFAR, Sesto San, Giovanni, Milan, Italy|\n|Consultant engineer||SWECO Stockholm, Sweden|\n|Generators||ABB GENERATORI SRL Giovanni Sesto San Milan Italy|\n|Transformers||EB NATIONAL TRANSFORMER A/S Drammen, Norway|\n|Electric Equipment||ASEA BROWN BOVERI AG, Mannheim, Federal Republic of Germany|\n|FINANCIERS||KfW, SIDA, I.D.A., MCC, KFAED, NORAD, and the Government of Tanzania|\nFor more articles related to Energy in Tanzania click here!","domain":"hydraulic_engineering"}
{"url":"https://ekolat.lv/02-12-2015/?lang=en","date":"2022-08-11T15:49:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882571472.69/warc/CC-MAIN-20220811133823-20220811163823-00040.warc.gz","language_score":0.9248912930488586,"token_count":128,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__24820102","lang":"en","text":"Construction Project in Lubāna was completed and put into operation. It was developed and realised in accordance with „Lubānas KP” announced „Feasibility study and construction design „Sewerage network development in Lubāna”” programme. „Ekolat” Ltd. had developed feasibility study and the technical part of the construction Project according to the technical specifications. Ekolat’s experts, in collaboration with the construction design engineers, ensured the project realization, delivering optimal result on time.\nProject was implemented with the financial support from the EU Cohesion Fund.","domain":"hydraulic_engineering"}
{"url":"http://www.mvr.usace.army.mil/Missions/Recreation/LakeRedRock.aspx","date":"2015-03-30T10:32:43Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-14/segments/1427131299261.59/warc/CC-MAIN-20150323172139-00216-ip-10-168-14-71.ec2.internal.warc.gz","language_score":0.9372195601463318,"token_count":394,"dump":"CC-MAIN-2015-14","global_id":"webtext-fineweb__CC-MAIN-2015-14__0__99631824","lang":"en","text":"Intermittent road restrictions continue as hydro project progresses\nThe mild weather this week has allowed crews at the Red Rock Dam to continue working day and night to prepare the site for construction of a powerhouse and intake structure that will comprise the Red Rock Hydroelectric Project (RRHP). Short-term road closures, directed by the Marion County Sheriff’s Department, will occur in the overnight hours every three to four days as crews move large rebar cages from the North Tailwater staging area to the construction area on the upstream side of the Dam. In addition, Highway T-15 will be restricted to one lane every three to four days to facilitate staging of the concrete trucks to ensure worker and public safety as the wall element sections are poured.\nDownstream work prepares for RRHP powerhouse construction\nConstruction continues at the Red Rock Dam where Missouri River Energy Services (MRES) will construct a new hydroelectric power plant. Much of the construction work being done is in preparation for construction of the powerhouse, which is expected to begin in summer 2015.\nOn the downstream side of the Red Rock Dam, the construction of the cofferdam, which is located between the Des Moines River and the power plant site, is well underway. The construction of Cells #1 and #2 are largely complete, Cell #3 is being filled with sand, and the walls of Cell #4 are being installed.\nIndependent review panel studies and approves construction thus far at Red Rock Hydroelectric Project\nSIOUX FALLS, S.D. – A four-member panel of experts in dam and hydroelectric project design and construction has given its approval to construction work thus far at the Red Rock Hydroelectric Project, located on the Des Moines River near Pella, Iowa.\nAn Independent External Peer Review (IEPR) Panel was on site at the project Jan. 14-15 to review reports, tour the facilities, observe construction activities, and examine various construction elements.","domain":"hydraulic_engineering"}
{"url":"https://infrastructure.co.ug/tanzania-rwanda-burundi-commission-works-for-shared-80mw-rusumo-power-dam/","date":"2022-06-29T15:46:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103640328.37/warc/CC-MAIN-20220629150145-20220629180145-00142.warc.gz","language_score":0.9321449398994446,"token_count":285,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__92153339","lang":"en","text":"The Governments of Tanzania, Rwanda and Burundi have commissioned works for the construction of 80MW Rusumo power dam on River Kagera. Once completed, it is expected that the three East African countries will equally distribute the power output; each connecting about 30MW to its national grid.\nIn November last year the trio announced that two Chinese companies- China Geo-Engineering Corporation, Jianxi Water and Hydro Construction Ltd and Austria’s Andritz Hydro had been selected for the civil, electronic and mechanical works on the power plant. The works are expected to be completed by 2019.\nThe dam project is funded by the World Bank and the African Development Bank to the cost of US$340million. The works include construction of the power plant. It also includes construction of 161 km of 220 KV, single circuit transmission line from the power plant to Gitegavia Muyinga substation in Burundi; 119 km of a 220 KV, double circuit transmission line system from Birembo substation through the new Bugesera International Airport substation in Rwanda and a 98.2 km, 220 kV, double circuit transmission line system, from the power plant to the new Nyakanazi substation in Tanzania.\nThe dam will be run by the Rusumo Power Company Ltd (RPCL), a limited company, publicly owned and financed by the three countries but privately managed.","domain":"hydraulic_engineering"}
{"url":"https://incredibleorissa.com/hirakud-dam-world-largest-earthen-dam/","date":"2024-02-21T21:39:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473558.16/warc/CC-MAIN-20240221202132-20240221232132-00133.warc.gz","language_score":0.9589130878448486,"token_count":275,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__177802651","lang":"en","text":"Built in 1956, Hirakud Dam in Odisha is the world’s longest earthen dam and Asia’s largest artificial lake. It is also one of the largest dams in the world, about 26 kilometers in length.\nHirakud Dam is built across the Mahanadi River, about 15 km from Sambalpur in the state of Odisha in India. Behind the dam extends a lake, Hirakud Reservoir, 55 km long. It is one of the first major multipurpose river valley projects started after India’s independence.\nOn 15 March 1946, Sir Howthrone Lewis, then the Governor of Orissa, laid the foundation stone of the Hirakud Dam. The dam was completed in 1953 and was formally inaugurated by Prime Minister Jawaharlal Nehru on 13 January 1957. The total cost of the project was Rs 100.02 crores (in 1957).\nThe main purpose of the Hirakud Dam was to check the massive floods that were affecting a large part of coastal Odisha. But, the construction of the dam greatly affected the natives of the western part of Odisha. Nearly 150,000 people were affected by the Hirakud project and nearly 22,000 families were displaced.\nRARE VIDEO: Hirakud dam inauguration by Jawaharlal Nehru","domain":"hydraulic_engineering"}
{"url":"https://www.s-v-c.co.uk/products/nrv2-non_return_valve_-flap_-6jic-nrv2","date":"2024-02-28T15:43:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474737.17/warc/CC-MAIN-20240228143955-20240228173955-00423.warc.gz","language_score":0.9200724959373474,"token_count":74,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__56035190","lang":"en","text":"Non Return Valve - Flap - 6JIC\n-6 JIC male threads. Full flow with very low operating pressure. 350psi maximum working pressure. -50 to +170 deg C Operating Temperature range. Fuel, Oil and Water service. Suitable for use with electric oil pumps and to prevent siphoning and drainage problems with dry sump oil systems.","domain":"hydraulic_engineering"}
{"url":"https://www.energyequipsys.com/article_5013.html","date":"2024-04-19T17:52:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817442.65/warc/CC-MAIN-20240419172411-20240419202411-00627.warc.gz","language_score":0.91197270154953,"token_count":292,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__144268349","lang":"en","text":"Document Type : Research Paper\nCenter of Excellence in Design and Optimization of Energy Systems, School of Mechanical Engineering, College of Engineering, University of Tehran, Tehran, Iran\nSchool of Mechanical Engineering, Sharif University of Technology, Tehran, Iran\nGas-lift pumps are devices for lifting liquid phase incorporating the gas phase to be injected in the bottom of liquid column. They are widely used in various industrial applications such as oil extracting in petroleum industries. Gas-liquid flow being the main part of the flow through these systems, flowing in vertical pipes of gas-lift pumps has different regimes namely bubbly, slug, churn and annular. Considering each numerical method to be appropriate for modeling a certain flow regime, a suitable numerical approach is crucial to correct simulation of gas-liquid flow in upriser pipe of gas-lift systems. In this paper, two main approaches namely the volume of fluid (VOF) and Eulerian model are used for modeling of the two phase flow in the upriser pipe of the airlift system. The numerical results are compared with the experimental investigations to validate the numerical models. The two phase flow regimes simulated by the numerical method were compared with the available flow regime map in the literatures. The results indicate that using the VOF is more appropriate for modeling of bubbly and slug flows while the Eulerian model fits better for only annular flow regime.","domain":"hydraulic_engineering"}
{"url":"https://kenrometal.com.au/portfolio_page/9773/","date":"2024-04-23T04:04:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818464.67/warc/CC-MAIN-20240423033153-20240423063153-00262.warc.gz","language_score":0.9237939715385437,"token_count":76,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__44539977","lang":"en","text":"Client: Waeger Constructions Pty Ltd\nLocation: Greater Sydney, NSW\nKenro worked alongside Waeger Constructions to complete their construction of the new South Creek Bridge. The project was part of Blacktown City Council’s development for flood proofing upgrades along the East West Connector Road.\nKenro’s scope for this project included:","domain":"hydraulic_engineering"}
{"url":"http://www.liquidhandlingequip.com/switch-pro-level-control.html","date":"2018-02-19T14:19:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891812665.41/warc/CC-MAIN-20180219131951-20180219151951-00169.warc.gz","language_score":0.8124783039093018,"token_count":91,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__20666319","lang":"en","text":"Switch-Pro Level Control\nIntended for side wall installation, the general purpose level switch package provides reliable liquid level detection with a 16A compact level controller for pump or valve control. The optional flash alarm brings attention to alarm conditions. Offered in two level sensor technologies, select the type and material based upon your application media. This liquid level switch package is widely applied in bulk storage and process tank level applications for high level control or low level control.","domain":"hydraulic_engineering"}
{"url":"https://www.culmentor.com/investment-projects/?lang=en","date":"2021-04-13T08:24:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618038072175.30/warc/CC-MAIN-20210413062409-20210413092409-00444.warc.gz","language_score":0.8086206912994385,"token_count":233,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__23174910","lang":"en","text":"Expertise for leading civil engineering projects\nCulmentor has long experience in implementing civil engineering projects e.g. in the energy sector, more specifically hydro- and nuclear power construction. For successful investment project implementation we offer project design, tender preparation, realisation support and installation and construction supervision.\nWith our collaborating partners we have the ability to offer wide-ranging expertise and support.\nContact person: Jukka Hellgren (jukka.hellgren(at)culmentor.com, +358 40 7601447)\nExamples of our references:\n- Inkeroinen hydropower plant spillway gate renewal\n- Tainionkoski hydropower plant turbine 2 renewal\n- Imatra hydropower plant generation machinery and waterway renewal (Fortum Power and Heat Oy)\n- Oulu river Pyhäkoski hydropower plant turbines 2 and 3 renewal (Fortum Power and Heat Oy)\n- Training related to nuclear power construction projects (association “FinNuclear Ry”)\n- Olkiluoto 3 nuclear plant project construction work contracting (AREVA ANP)","domain":"hydraulic_engineering"}
{"url":"http://www.chisanghydro.com/about-project.php","date":"2017-11-25T11:29:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-47/segments/1510934809778.95/warc/CC-MAIN-20171125105437-20171125125437-00116.warc.gz","language_score":0.9276537299156189,"token_count":626,"dump":"CC-MAIN-2017-47","global_id":"webtext-fineweb__CC-MAIN-2017-47__0__239685559","lang":"en","text":"Chisang Khola A Small Hydropower Project\nProposed Chisang Khola A Small Hydropower Project, located in Morang district of Koshi Zone, is a run-of-river type project. The project has been designed to generate 1800 kW power using water from Chisang Khola.\nThe project site is accessible by about 12 km of fair-weather motorable road from Letang Bazaar to Pitlumba nearby headworks site. About 2 km of access road construction is necessary to connect headworks site from Pitlumba. About 3 km alignment is proposed from headworks to powerhouse which again needs access road. The access road to the construction site is ready.\nThe annual energy generation capacity of the project is 10.32 GWh. The power generated from this project will be connected to the National grid near the Letang bazaar. The length of proposed transmission line is about 5000m.\nThe project alignment passes mostly through stable cultivated terraces except at a very short reaches where the alignment passes through steep rock slopes. The alignment provides suitable geological conditions and at the same time nullifies the necessity of felling down of trees. The project needs to occupy about 5 Ropani of private land in total & it is done already.\nThe design discharge for the proposed project is taken as 1.37m3/s. The gross head is 170m and the net head under full flow conditions is 153.23 m. The project will run on its full capacity for about five months.\nConveyance of water from intake up to the desalting basin will be through a connecting canal of size 1.5m wide and 1m deep with 125m length. After the descanting basin, headrace pipe of 0.80m diameter and 2760m length will convey the design discharge towards the Forebay. Finally steel penstock pipe of 190mm diameter and thickness varying from 8 to 10 mm shall convey water up to the proposed powerhouse.\nTwo units of Pelton turbine, each of 900 kW capacities, shall be installed inside the powerhouse. The plants will generate 1800 kW power during full flow conditions. Net energy generation from this project will be 10.32 million units per annum.\nThe energy generated from this project shall be sold to Nepal Electricity Authority (NEA). The price of energy is kept at NRs. 8.40 for the dry months (Poush-Chaitra) and NRs. 4.80 for remaining months which are considered as wet months, based on the NEA's rates for buying electricity from independent power producers for the fiscal year 2060/61. The annual increment of the price afterwards will be revised based on the consumer price index of Nepal Rastra Bank.\nThe project will minimize cutting soil, rocks and plants during the construction period. The project will plant trees to maintain greenery in the project site.\nThe construction period of the project has been kept at 24 months from the date of (PPA) made with the Nepal Electricity Authority (NEA).","domain":"hydraulic_engineering"}
{"url":"https://www.fisherbullen.co.uk/case-studies/norwich-cathedral/","date":"2021-05-16T06:04:39Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-21/segments/1620243989690.55/warc/CC-MAIN-20210516044552-20210516074552-00528.warc.gz","language_score":0.9609763622283936,"token_count":129,"dump":"CC-MAIN-2021-21","global_id":"webtext-fineweb__CC-MAIN-2021-21__0__64455446","lang":"en","text":"The project comprised the replacement of the existing cast iron rainwater pipework with handmade cast iron replicating the original design and fixing methods. The thirty-six rainwater pipes were accessed from specially designed scaffolding which had to be erected without intervention of the existing façade of the cathedral.\nEach of the windows to the cathedral was carefully protected to prevent possible damage from the works. The stonework adjacent to the rainwater goods was conserved and repaired prior to the new pipework being installed. Additional underground drainage was installed to assist the water discharge.\n« Private House, North Norfolk CoastThe Vineries, Holkham Hall »","domain":"hydraulic_engineering"}
{"url":"https://tsbangde.com/rmsjho8292","date":"2021-10-16T02:03:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-43/segments/1634323583408.93/warc/CC-MAIN-20211016013436-20211016043436-00016.warc.gz","language_score":0.9559004902839661,"token_count":162,"dump":"CC-MAIN-2021-43","global_id":"webtext-fineweb__CC-MAIN-2021-43__0__99043838","lang":"en","text":"Guntur: Minister for Irrigation Anil Kumar Yadav on Sunday visited Nagarjuna Sagar reservoir and discussed on water level in the reservoir and steps to be taken to release water with MLA Pinnelli Rama Krishna Reddy. Due to increase of inflows into the Nagarjuna Sagar reservoir, the water level is increasing. At present reservoir is getting more inflows compared to earlier. If the same position continues, the reservoir is expected to reach its full capacity within a week. In this backdrop, minister Anil Kumar Yadav visited Nagarjuna Sagar reservoir. As soon as he reached Macherla, MLA Pinnelli Rama Krishna Reddy welcomed him. Later, they went to Nagarjuna Sagar Guest House and discussed the matter.","domain":"hydraulic_engineering"}
{"url":"https://rubber-inc.com/ame-15920-5-quart-hydraulic-pump-qt-/p1066/","date":"2022-08-07T23:16:12Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570730.59/warc/CC-MAIN-20220807211157-20220808001157-00081.warc.gz","language_score":0.8690411448478699,"token_count":98,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__60407487","lang":"en","text":"AME 15920 5 Quart Hydraulic Pump (5 Qt)\nAME 5 Quart Hydraulic Pump builds 10,000 PSI (700 Bar) hydraulic pressure while operating with as little as 80 PSI (5.5 Bar). It is ideal for use with tools that require large volume of oil (55, 100 ton cylinders). Features a steel reservoir with 5 quart oil capacity and a durable metal air motor. Weight: 25 lbs. Ascot Part #318-15920.","domain":"hydraulic_engineering"}
{"url":"https://turkish.electric-valveactuator.com/sale-9708553-oem-a42y-64c-p-r-power-station-valve-working-temperature-300.html","date":"2023-03-27T14:24:09Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296948632.20/warc/CC-MAIN-20230327123514-20230327153514-00601.warc.gz","language_score":0.8117186427116394,"token_count":175,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__244472758","lang":"en","text":"Ödeme & teslimat koşulları:\ngate glob vana\nA42Y-64C/P/R Closed spring loaded low lift type safety valve for working temperature 300degree C. equipment and pipe\nA42Y Closed spring loaded low lift type safety valve\nA42Y is suitable for working temperatures=300℃ equipment and pipeline oil, air, water and other\nmedia. A42Y-P/R is suitable for working temperatures=200℃ have equipment or pipeline corrosive media, as overpressure protection device.\nMain connection size","domain":"hydraulic_engineering"}
{"url":"http://tectonme.com/D12077.html","date":"2019-03-24T21:41:32Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-13/segments/1552912203493.88/warc/CC-MAIN-20190324210143-20190324232143-00364.warc.gz","language_score":0.7996476292610168,"token_count":241,"dump":"CC-MAIN-2019-13","global_id":"webtext-fineweb__CC-MAIN-2019-13__0__139414565","lang":"en","text":"Improvement of Water Distribution Network at Shahama & Bahia. Abu Dhabi\nReplacing the existing DN 600 mm gate valve with a new DN 600 mm butterfly valve.\nInstallation of new DN 500 mm area metering unit\nConstruction of new water mains consisting of DI I HDPE pipes sizes varied from DN 100 mm to DN 300 mm and Construction and carrying out changes to the existing water supply.\nRenewing & upgrading of existing area metering unit & isolation valve unit and Construction & upgrade the existing DN 300 mm DI pipeline including construction of metering units.\nConstruction of new water distribution pipeline DN 150 mm DI or OD 180 mm HDPE to the group of commercial buildings including up gradation of area metering units, isolation valves.\nConstruction of new 400 mm DI or OD 450 mm HDPE pipeline interconnection between the existing DN 400 mm pressure ring main and 600 mm pipe line including 300 mm are metering units.\nAll necessary civil, electrical and mechanical works for complete the installation I construction and operation of the above\nAbu Dhabi / UAE\nAbu Dhabi Distribution Company - ADDC\n© Copyright © 2018 Tecton Engineering and Construction L.L.C.","domain":"hydraulic_engineering"}
{"url":"http://www.gisborne.govt.nz/wfcs-what-were-doing","date":"2018-03-24T11:48:41Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-13/segments/1521257650262.65/warc/CC-MAIN-20180324112821-20180324132821-00316.warc.gz","language_score":0.9369763135910034,"token_count":333,"dump":"CC-MAIN-2018-13","global_id":"webtext-fineweb__CC-MAIN-2018-13__0__180449376","lang":"en","text":"What we're doing\nAbout the Waipaoa River flood protection scheme.\nThe Waipaoa River Flood Control Scheme (the scheme) was designed in 1949 and was completed in 1969. It was valued by Council in 2009 at $35.7 million which excluded the 638 hectares of land owned by Council as part of the scheme.\nThe scheme is considered to be one of Council’s most valuable assets. It protects some 10,000 hectares of fertile floodplain land and has increased the amount of land being used for high yield horticultural purposes.\nThe scheme includes 64km of stopbank and associated assets which is the length of the Waipaoa River between the Te Karaka township and the rivermouth.\nThe project will improve the capacity of the existing scheme and:\n♦ Address riverbank erosion. This will be through either providing rock protection or acquiring land in order to widen the existing river berm.\n♦ Increase the width of the existing stopbanks to have a 4m crest-width and increase the crest height by around one metre.\n♦ Maintain flood protection for a one-in-100-year flood event accounting for climate change out to the year 2090.\nCurrently the project is forecast to occur over a 15-year period at a cost of $16 million.\nThe first stage of the project is set to commence construction in summer 2018/2019.\nCurrently, the annual construction length is 5-8km, with construction occurring only over the summer months.\nFor more information and to see the project timeline The Waipaoa Flood Protection Scheme [PDF, 555 KB]","domain":"hydraulic_engineering"}
{"url":"http://www.merrillfotonews.com/Content/Default/Breaking-News/Article/Hwy--107-culvert-replacements/-3/37/7203","date":"2015-04-27T13:42:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2015-18/segments/1429246658376.88/warc/CC-MAIN-20150417045738-00312-ip-10-235-10-82.ec2.internal.warc.gz","language_score":0.9421793818473816,"token_count":102,"dump":"CC-MAIN-2015-18","global_id":"webtext-fineweb__CC-MAIN-2015-18__0__19571171","lang":"en","text":"Hwy. 107 culvert replacements\nTuesday, July 01, 2014 11:05 AM\nThe Wisconsin Department of Transportation announces that crews are replacing culvert pipe on Hwy. 107 at Tug Lake Road and Ripley Creek. The Ripley Creek project is expected to be completed by July 25 and the Tug Lake Road project is expected to be completed by Aug. 15.\nDuring construction, Hwy. 107 will remain open to a single lane of traffic with temporary signals in the project areas.","domain":"hydraulic_engineering"}
{"url":"https://cloughgroup.com/en-us/projects/enterprise-east-storage-dehydration-unit","date":"2024-04-24T08:22:45Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296819089.82/warc/CC-MAIN-20240424080812-20240424110812-00333.warc.gz","language_score":0.932525634765625,"token_count":198,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__123924637","lang":"en","text":"Clough completed the Engineering, Procurement and Construction (EPC) for facilities instalments at the Enterprise East Storage Dehydration Unit in Texas.\nThe project involved the construction and connection of new pipelines from 3 different sources within East Storage. The project also involved the construction of the infrastructures to pump ethylene out different sources, a new dehydration unit as well as the construction of pumps, custody transfer meters, PLC’s, MCC buildings, transformers, and flare as part of project scope.\nThe scope of work started at pipeline connections and ended at first wing valve off Well #5, a 5,000,000 bbl underground storage cavern that will be utilized to store ethylene. The project allowed for ethylene to be pumped from one of the wells, Well #5 to four different pipelines, with a new capacity of 491,000 lbs/hr of ethylene to be put into and taken out of Well #5.","domain":"hydraulic_engineering"}
{"url":"https://www.pizzeriasorriso.ch/repair/8794/river-sand-pumping-machine.html","date":"2021-07-31T04:59:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-31/segments/1627046154053.17/warc/CC-MAIN-20210731043043-20210731073043-00586.warc.gz","language_score":0.8304718136787415,"token_count":1661,"dump":"CC-MAIN-2021-31","global_id":"webtext-fineweb__CC-MAIN-2021-31__0__161917690","lang":"en","text":"Sand Mining Dredges & Dredging Equipment | IMS Dredges, Sand mining dredgers create sand bars, restore beaches and more IMS and its affiliates are the largest group of dredge companies in the Americas and have over 200 years of collective experience in the design and manufacture of .professional manufacturer wholesale river sand pumping machine, Sand Pump For Sale, Sand Pump For Sale Suppliers and Sand Pump For Sale, Wholesale Various High Quality Sand Pump For Professional Manufacturer Wholesale Sand Dredge Centrifugal submersible sand pumping machinesand pumping machines, sand pumping machine - 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{"url":"https://ru.calpeda.com/products/e-mps","date":"2021-01-20T02:59:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703519883.54/warc/CC-MAIN-20210120023125-20210120053125-00276.warc.gz","language_score":0.9100218415260315,"token_count":157,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__19128312","lang":"en","text":"Multi-stage submersible clean water pumps with integrated control\n5” Close coupled multi-stage submersible pumps.\nEasy to install, compact and plug and play with integrated pressure transducer for automatic control of starting/stopping of the pump when utilization points are opened/closed with a integrated non-return valve.\nExternal jacket in stainless steel AISI 304 and stages Noryl.\nE-MPSM with built-in capacitor, accessible through the delivery casing.Hydraulics located below the motor with the motor cooled by the pumped fluid.\nSafe operation is possible with the motor only partially submerged.\nDouble shaft seal with oil chamber.The suction strainer prevents the entrance of solids with diameter bigger than 2 mm.","domain":"hydraulic_engineering"}
{"url":"http://deltaen.com/hydraulic_power_units.html","date":"2022-12-10T03:01:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446711637.64/warc/CC-MAIN-20221210005738-20221210035738-00572.warc.gz","language_score":0.7825919985771179,"token_count":152,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__119629456","lang":"en","text":"Built to operate for diverse applications\n• Delta Engineering designs and manufactures Hydraulic Power Units as per the customer's specific requirements.\n• Open-Loop or Closed-Loop Hydraulic Power Units available.\n• Hydraulic Power Units fitted with Electrical Switchgear and Control Systems.\n• Hydraulic Power Unit Management System available for all of our Power Units for maximum productivity and efficiency.\n• Varying Hydraulic Power Unit tank sizes available depending on the application.\n• Rugged construction for outdoor use.\n• Optional Oil Cooler installed in the Hydraulic Power Unit.\n• Sump can be supplied for all of our Hydraulic Power Units.\n• Fully guarded safety feature with lockable doors for a neat and professional Hydraulic Power Unit.","domain":"hydraulic_engineering"}
{"url":"https://iecexswitches.com/products/accessories/3-valve-manifold.php","date":"2023-09-25T19:42:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510085.26/warc/CC-MAIN-20230925183615-20230925213615-00563.warc.gz","language_score":0.9191314578056335,"token_count":78,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__133143663","lang":"en","text":"These manifolds are generally used in differential pressure applications with pressure gauges, Pressure switches & pressure transmitters. Two isolation valves & one equalising valve is provided.\nThe standard connections are 1/2” NPTF.\nThe drain connection of 1/4” NPT is provided as an option.\nThe different models are available as mentioned below.","domain":"hydraulic_engineering"}
{"url":"https://www.china5e.com/news/news-51430-1.html","date":"2024-04-16T08:32:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296817073.16/warc/CC-MAIN-20240416062523-20240416092523-00254.warc.gz","language_score":0.911688506603241,"token_count":194,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__111604409","lang":"en","text":"Sinohydro Corporation (Sinohydro) has signed a contract with Ecuador’s President Rafael Correa to build a $2 billion Coca-Codo-Sinclair hydroelectric project in Ecuador, Xinhua News Agency reported. The project will be constructed along the Ecuadorian Amazon River and will be located about 75 km from the capital city of Quito. The plant will have a total capacity of 1,500 MW generating 8.8 billion kW annually which will be capable of meeting 75% of the Ecuador’s power supply.\nThe project also includes the construction of a dam to use the waters from Coca River, a machine house and an 24 km-long underground tunnel.\nThe Export-Import Bank of China will cover 85% of the project's total cost and the remaining 15% will be covered by the Ecuador government.\nThe project will create about 4,000 direct jobs and 15,000 indirect jobs in Ecuador, Correa said.","domain":"hydraulic_engineering"}
{"url":"https://dollarsbag.com/india-approves-3-9-billion-hydropower-project-near-china-border/","date":"2024-03-03T15:25:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947476396.49/warc/CC-MAIN-20240303142747-20240303172747-00244.warc.gz","language_score":0.9591788053512573,"token_count":646,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__23058180","lang":"en","text":"India has recently approved a $3.9 billion hydropower project near the India-China border. This project, known as the Teesta III Hydroelectric Project, is expected to produce 2,400 MW of power, making it the second-largest hydropower project in India.\nSome points regarding hydropower project:\nThe project will be built in the Sikkim region at the India-China border and will involve the construction of two dams on the Teesta River and its tributaries. It is expected to be completed in five years and will provide power to the eastern Indian states of Sikkim, West Bengal, Bihar and Jharkhand.\nThis project is a major step towards increasing India’s power generation capacity and providing ample electricity to the people of these states. It is also expected to be beneficial to the local communities, as it will provide them with a reliable source of electricity. Additionally, the project is expected to generate new employment opportunities for the local people and help them to boost their livelihood.\nThe project has been approved by India’s Cabinet Committee on Economic Affairs (CCEA) and is expected to be funded by the Power Finance Corporation. It is also expected to be a major step towards strengthening India’s energy security, as it will help to reduce the country’s dependence on imported energy.\nThe project has been welcomed by many as a great step towards improving India’s energy security and helping the country to meet its energy needs. It is also expected to be beneficial to the environment, as it will reduce pollution levels in the area and help to conserve water resources.\nThe project, which is being funded by the Indian government, will involve the construction of a 600-megawatt hydropower plant near the China-India border. This will be the first such project in the region, and is expected to be the largest hydroelectric plant in India.\nThe project is expected to create thousands of jobs in the region, as well as provide electricity to hundreds of villages in the region. The project is part of India’s ambitious plan to reduce energy poverty in the region, and is expected to generate up to 700 megawatts of power.\nThe project is also expected to benefit the environment, as it will use the force of the water to generate electricity, thereby reducing emissions and helping to reduce global warming. The project is part of India’s commitment to the Paris Agreement, which seeks to reduce global emissions and promote clean energy production.\nThe project is expected to be completed in five years, and is expected to bring much needed electricity to the region. The project is also expected to bring much needed economic development to the region, and could have a positive impact on the livelihoods of people living there\nThis project is a great example of the Indian government’s commitment to providing reliable and clean energy for its citizens. It is also a major step towards improving India’s energy security and helping to reduce the country’s dependence on imported energy. It is expected to be beneficial to both the environment and the local people, and it will help to boost the economy of the area.","domain":"hydraulic_engineering"}
{"url":"https://www.visitaroundchina.com/Yichang/1355.html","date":"2024-02-24T13:13:17Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474533.12/warc/CC-MAIN-20240224112548-20240224142548-00599.warc.gz","language_score":0.9367367029190063,"token_count":370,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__120503034","lang":"en","text":"Three Gorges Dam is the largest hydropower project in the world. Construction was started on December 14, 1994,the Three Gorges Dam is located in Sandouping Terrace in the middle section of Xiling Gorge in Yichang City, 38 km away from Gezhouba Dam Water Control Project.The construction of the dam was estimated to submerged 287.5 square km arable land and 1,131,800 residents living along the area were relocated finally.\nThe Dam-viewing Spot is located on the south bank of the Yangtze River down the Dam. With an average altitude of 690 meters, it is the best spot to view the whole dam and the overall gorge and the vast lake.\nThe project of Three Gorges Dam is made up of the construction of the main structure and the diversion construction. Being a concrete gravity dam, it has a 3035-meter-long top and a storage capacity of 39.3 billion cubic meters. The 26 generator equipped on the dam can produce 84.9 billion Kw of electricity per year and the shipping capacity has been improved from ten million tons to fifty million tons, which brings a cost reduction of 35% of the original.\nNot only does the completion of Three Gorges Dam in 2009 form a huge reservoir with a length of 600 km, but also it creates a breath-taking artificial landscape in the world. The project has also improved the navigable condition of the lakes among the mountain ranges and made it more convenient to access the natural and historic scenic spots scattering nearby.\nAdd: Sandouping, Yichang City,Hubei Province\nEntrance Ticket : CNY105 (including car fare for the tour bus & entrance fee to the top of the dam).\nOpening Hour: 08:00-17:30","domain":"hydraulic_engineering"}
{"url":"https://laportetx.gov/553/Drainage","date":"2024-02-23T20:46:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474445.77/warc/CC-MAIN-20240223185223-20240223215223-00635.warc.gz","language_score":0.9102613925933838,"token_count":106,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__26202830","lang":"en","text":"The contents of this study include the presentation of recommended drainage design criteria, description of drainage areas, runoff computations, recommended channel improvements, proposed drainage structures and cost estimates. Of primary importance are the maps showing the required channels and structures to handle the storm water runoff according to the design criteria.\nThis Drainage Study is a dynamic plan, meaning that it is subject to continuously changing conditions. Recommended improvements are based upon certain projected data base. As this data base changes in the future, the Drainage Study should be updated accordingly.","domain":"hydraulic_engineering"}
{"url":"https://www.zecon.com.my/projects/sungai-muar-raw-water-transfer-project/","date":"2023-11-30T01:47:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100164.15/warc/CC-MAIN-20231130000127-20231130030127-00174.warc.gz","language_score":0.8236669898033142,"token_count":201,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__732463","lang":"en","text":"Sungai Muar Raw Water Transfer Project\nContract Sum (MYR)\nSungai Muar Raw Water Transfer Project, Kuala Pilah, Negeri Sembilan Darul Khusus\nThe Sungai Muar Raw Water Transfer project commenced on 15 March, 2004. This project involved the construction and supervision of all civil and structural engineering works and building services.\nZECON has designed, manufactured, supplied, delivered, installed, tested and commissioned the mechanical and electrical works at the 100MLD intake site and raw water pumping station. The manufacture, supply and laying of the 17-kilometre DN1150mm mild steel concrete-lined pipeline for supplying water from the Muar River to the Talang Dam in Kuala Pilah, Negeri Sembilan have also been successfully completed.\nN S Water Konsortium – ZECON JV Sdn Bhd\nJabatan Bekalan Air Negeri Sembilan (JBANS)","domain":"hydraulic_engineering"}
{"url":"https://www.torishima-guna.co.id/product/detail/smsv-24","date":"2024-03-02T04:14:22Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475727.3/warc/CC-MAIN-20240302020802-20240302050802-00749.warc.gz","language_score":0.9433100819587708,"token_count":125,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__201305452","lang":"en","text":"SMSV model (mixed flow) are large capacity type submersible propeller pumps with low head capabilities. These pump, which offer high efficiency and superior performance complete with compact design and easy operation, are desugned to meet the requirements for efficient handling of large quantities of water. In particular for installation, maintenance and inspection in pits, Auto In-Pipe Column Installation Type is adobted because of the highly reliability and rapid discharge connections. These feature substantially reduce costs of construction as well as saves labor and energy for the operation\nType the keywords in the form\nand we will find it for you.","domain":"hydraulic_engineering"}
{"url":"http://www.ap7am.com/lv-195584-villagers-oppose-increasing-storage-capacity-of-baswapur-dam.html","date":"2017-02-20T06:29:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-09/segments/1487501170425.26/warc/CC-MAIN-20170219104610-00377-ip-10-171-10-108.ec2.internal.warc.gz","language_score":0.922842800617218,"token_count":137,"dump":"CC-MAIN-2017-09","global_id":"webtext-fineweb__CC-MAIN-2017-09__0__65158966","lang":"en","text":"Wed, Aug 12, 2015, 08:40 AM\nResidents belonging to various villages staged a protest near Baswapur reservoir construction site in Nalgonda district opposing Telangana government's decision to increase the storage capacity of the dam. Earlier, the government proposed a reservoir with 0.8 tmc capacity. With Centre raising objections over the storage capacity of Pranahita-Chevella national project, the government decided to construct Baswapur dam with a storage capacity of 8 tmc. People living in the villages, which would face submergence are demanding the government to reveal all the details about the dam and limit water capacity to 0.8 tmc.","domain":"hydraulic_engineering"}
{"url":"https://www.makuenisandauthority.go.ke/projects/ilengeni-sand-dam","date":"2024-02-21T12:33:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473472.21/warc/CC-MAIN-20240221102433-20240221132433-00455.warc.gz","language_score":0.9394673109054565,"token_count":88,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__36480084","lang":"en","text":"+254 708 274961\nP.O BOX 183 - 90300 Makueni\nLocated in Mwaani village in Ilima ward, Kaiti Sub-county. It was funded by Sand Authority in the financial year 2018/2019. The sand Dam is constructed across Manyanzala river which joins Kaiti River at the lower point and has sand storage capacity is approximately 65736m3.","domain":"hydraulic_engineering"}
{"url":"https://billinfo.pk/under-cpec-four-4-power-projects-will-be-started-with-an-investment-of-7-7-billion/","date":"2024-02-22T12:07:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473738.92/warc/CC-MAIN-20240222093910-20240222123910-00667.warc.gz","language_score":0.916172206401825,"token_count":588,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__170486061","lang":"en","text":"These four projects will add 3,428 MW of eco-friendly electricity to the national grid and create thousands of new jobs, CPEC Officials.\nIslamabad: These projects will also create vast employment opportunities for millions of people. In the first phase, nine coal energy projects have reached completion, which is adding 5,320 MW of electricity to the national grid to control load shedding.\nCPEC Authority officials told the state-run news agency APP that the first of four hydropower projects is the $1.7 billion Krut hydropower project, which will join the grid this year and will generate 720 MW of cheap electricity.\nThe second project is the $2 billion Suki Kanari hydropower project, which will add 884 MW to the national grid by next year.\nThe third project is the $ 1.5 billion Azad Patan Hydropower Project, which will add 700 megawatts of electricity to the national grid by 2026.\nThe fourth project is the $2.5 billion Kohala Hydropower Project, which will add 1,124 MW to the national grid by 2027. In the next six years, 3,428 MW of hydropower projects will be completed at a cost of $7.7 Billion.\nCompletion of these projects will provide affordable and environmentally-friendly hydropower in the country. Officials said CPEC is not only helping the country meet its electricity needs but also helping to balance energy demand and supply and reduce dependence on imported fuel.\nUnder the CPEC, the Krut hydropower project will generate 720 megawatts of electricity at a cost of $ 1.74 billion, the completion of which will ensure a clean and green energy supply to a population of 5 million and 4500 people will get employment opportunities.\nSimilarly, the 1124 MW Kohala Hydropower Trilateral Project in Azad Jammu and Kashmir has been successfully signed under CPEC. The project will help revive the construction sector and related industries and provide employment to 5,000 people.\nThis $د2.4 billion investment is the largest in any IPP project in Pakistan and Azad Kashmir. The project will provide five billion units of clean and affordable electricity annually to consumers in Pakistan and Azad Kashmir.\nThe Azad Patan hydropower project is part of the CPEC, which will cost $.1.5 billion and generate more than 700 megawatts of electricity. The project is located on the Jhelum River and is expected to be completed in 2026.\nWork is underway day and night on the 847 MW Suki Kinari hydropower project in Khyber Pakhtunkhwa (KPK). The $.پر 1.96 billion projects to be built on the Kunhar River will create 4,250 jobs. Despite the epidemic, the project will be completed in 2022.","domain":"hydraulic_engineering"}
{"url":"https://sealandcontractors.com/projects/lyon-court-storm-drainage-improvement-project/","date":"2024-02-29T07:50:11Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947474795.48/warc/CC-MAIN-20240229071243-20240229101243-00097.warc.gz","language_score":0.9573778510093689,"token_count":96,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__117722316","lang":"en","text":"Lyon Court Storm Drainage Improvement Project\nThe Lyon Court Storm Drainage Improvement Project is located in Plaza Midwood between The Plaza to the west, Belvedere Ave. to the north, Commonwealth Ave. to the south, and Club Rd. to the east. The purpose of the project is to reduce structural and roadway flooding along with reducing stream erosion. It is within a drainage area of approximately 300 acres and improvements include culvert replacements, pipe system upgrades and channel improvements.","domain":"hydraulic_engineering"}
{"url":"https://ranavelevators.com/hydraulic-lifts/","date":"2023-03-21T10:55:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296943695.23/warc/CC-MAIN-20230321095704-20230321125704-00508.warc.gz","language_score":0.9636141061782837,"token_count":95,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__270490881","lang":"en","text":"Ranav elevator providing Hydraulic lift. Hydraulic lift is completely different from traction lift. Because, traction is operated by machine and steel rope which is position on top of the lift shaft but, Hydraulic lift is operated by Piston, which is positioned by bottom of the shaft. The whole system attached with Hydraulic power pack by rubber hose. It is operating by Hydro 68 oil, with high pressure through rubber hose to the piston.","domain":"hydraulic_engineering"}
{"url":"https://rybalkavideos.ru/colt-crag-reservoir_44713a5c6.html","date":"2021-11-27T12:19:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964358180.42/warc/CC-MAIN-20211127103444-20211127133444-00618.warc.gz","language_score":0.9484871029853821,"token_count":113,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__52845530","lang":"en","text":"COLT CRAG RESERVOIR\nA short walk around Colt Crag Reservoir shore and up to the bridge at Fenwick Law. The level of the reservoir is low due to essential works that could olny be carried out with the lake at that level.\nWhat's interesting to see at the moment:\nThe exposed rocks and cliffs along the south shore.\nThe dam and slipway\nHetchester farmstead (private) to the northeast of the reservoir.","domain":"hydraulic_engineering"}
{"url":"https://www.cabletrans.com/en/category/energy/","date":"2024-03-02T00:54:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947475711.57/warc/CC-MAIN-20240301225031-20240302015031-00518.warc.gz","language_score":0.9037339091300964,"token_count":188,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__168298715","lang":"en","text":"New construction water power plant Engstligenalp, Adelboden BE\nRopeway with radio controlled motor cable crane\nYear: 2010/11, Capacity: 5 Tons\nDismantling ropeway system Linth – Limmern\nRopeway with electro-mechanical drive and radio cotrolled double drum motor cable crane\nYear: 2016, Capacity: 12 Tonnen\nNew power plant for Jungbach AG in St. Niklaus VS\nThe construction for the new power plant is underway.\nA materials ropeway was erected in order to supply the construction site and for the building of a new rock cavern. The cable car was designed for a carrying capacity of ten tonnes. The complex cable system is completed and the construction work for the power plant is in full progress. The cable car is key to the entire project; without it, nothing gets up to the site.","domain":"hydraulic_engineering"}
{"url":"http://www.focuspools.net/product/hydrau-power-commercial-plastic-pump/","date":"2020-07-14T09:59:01Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593657149819.59/warc/CC-MAIN-20200714083206-20200714113206-00048.warc.gz","language_score":0.7739903926849365,"token_count":140,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__66449555","lang":"en","text":"EXCELLENT RESISTANCE FOR SEAWATER CORROSION\nHigh volume self-priming plastic pumpideal for large filtration system\nSmooth throat volute design provides high hydraulic efficiency of 85%\nFiber reinforced plastic casing provides substantial temperature, pressure,\nvibration and impact performance.\nSecondary seal chamber as water leakage and vaporize blocker to the motor.\nLarge suction-side detachable strainer capacity in 13 and 30 Liter.\nPremium Efficiency IE3 Class Motor ( compliance IEC 60034-30)\nFrancis-vane impeller allows for broadband efficiency and large flow region.\nLow noise level up to 68dB","domain":"hydraulic_engineering"}
{"url":"https://www.fultonhogan.com/simeon-quay-pump-station-takes-shape/","date":"2020-09-20T06:44:57Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-40/segments/1600400196999.30/warc/CC-MAIN-20200920062737-20200920092737-00272.warc.gz","language_score":0.9174009561538696,"token_count":270,"dump":"CC-MAIN-2020-40","global_id":"webtext-fineweb__CC-MAIN-2020-40__0__261692022","lang":"en","text":"Contrary to belief, Friday the 13th brought good luck to the project team working on the Lyttelton Wastewater work package 3 project. A warm, dry autumn morning provided perfect conditions for the concrete roof pour on the Simeon Quay pump station.\nThe team are 22 months into construction of the four pump stations situated in Simeon Quay, Cashin Quay, Governor’s Bay and Diamond Harbour. The works are part of the Lyttelton Wastewater Scheme transferring the wastewater from the harbour to the main Bromley treatment plant.\nThe concrete pour marked a major milestone in the project as this finalises the major civil works on the Simeon Quay pump station building, allowing the internal fit out to begin. The Fulton Hogan crew are now able to focus on the construction of the ancillary works around the pump station which include retaining walls, a generator slab and a surge vessel slab.\nWith nine months left of the project the team are 70% through the works the team is concentrating on the completion of Simeon Quay and its commissioning. With Simeon Quay operational, the final decommissioning works at the Cashin Quay, Governor’s Bay and Diamond Harbour waste water treatment plants can begin as well as the remaining construction works on these sites.","domain":"hydraulic_engineering"}
{"url":"http://www.gws-engineering.com/water-pumps","date":"2022-06-27T20:04:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656103341778.23/warc/CC-MAIN-20220627195131-20220627225131-00250.warc.gz","language_score":0.8953264355659485,"token_count":100,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__193625011","lang":"en","text":"The type TD pumps are single stage in-line centrifugal pumps, equipped with standard motor and mechanical seal. Comparing with other pumps in similar structure, these pumps are less accessible to the impurity in the liquid.\nThe pump is designed to be pulled out from the top when disassemble.It can be repaired without affecting the pipelines.\nThe mechanical seal for TD200 and above is cartridge mechanical seal. Motor needn't to be disassem-bled when replace mechanical seal.","domain":"hydraulic_engineering"}
{"url":"http://www.ca-i.com.au/cai-projects/meeks-st-plaza/","date":"2024-04-15T00:03:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296816904.18/warc/CC-MAIN-20240414223349-20240415013349-00386.warc.gz","language_score":0.9354142546653748,"token_count":164,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__40682633","lang":"en","text":"Meeks St, Kingsford\nContract Time Frame:\n6-month project duration\nRandwick City Council\nThe first stage of this project was the construction of a 280m2 Flood Storage Tank which then connected to the new stormwater drainage installed for this project. The drainage was upgrade to culverts installed approx. 2m deep and then connect to the main drainage line on Anzac Parade. Simultaneous to these works the ASP power works were undertaken to upgrade the light poles in the area to provide sophisticated lighting to the new plaza area.\nThe second stage of the project was a street upgrade to turn the existing road into an open plaza with a timber performance stage and accessible power points for market stalls.","domain":"hydraulic_engineering"}
{"url":"https://metagroupafrica.com/equipment/schwing-stetter-sp1807-concrete-pump/","date":"2023-11-28T14:21:54Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679099514.72/warc/CC-MAIN-20231128115347-20231128145347-00534.warc.gz","language_score":0.8318979740142822,"token_count":210,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__172272097","lang":"en","text":"SCHWING portable concrete pumps are successfully deployed worldwide wherever vast quantities of concrete have to be pumped over exceptionally long horizontal and vertical distances. In building and civil engineering projects, they are also fast, reliable and economically efficient in handling pumpable concretes under extreme conditions with regard to concrete designs, job sites and climate.\n- Designed to meet long horizontal and vertical pumping demands.\n- Rugged reliable rock valve for tough site conditions as in India.\n- Compact design FAST switching valve for quick operation of Rock valve.\n- Theoretical pumping of 64cbm/hr. or Maximum concrete pressure of 142 bar\nVersion: Diesel *\nMotor / Engine Rating: 75kw\nNominal Speed: 2300rpm\nPumping cylinder Dia X Stroke: 200*1400mm\nDifferential cylinder Drive: PS/RS\nMax. Stroke count per min: 16/27\nMax. Theoretical output: 42/72cbm/hr.\nMax. concrete pressure: 112/62bar","domain":"hydraulic_engineering"}
{"url":"http://justsolve.archiveteam.org/wiki/HydroCAD_Stormwater_Modeling_System_Unit_Hydrograph_file","date":"2022-08-08T09:38:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882570793.14/warc/CC-MAIN-20220808092125-20220808122125-00429.warc.gz","language_score":0.9020298719406128,"token_count":117,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__191392509","lang":"en","text":"HydroCAD Stormwater Modeling System Unit Hydrograph file\nThe HydroCAD Stormwater Modeling System Unit Hydrograph file type is used by the HydroCAD software system which is, as its website claims, \"interactive watershed modeling at its best!\" It is a software application used by civil engineers to model stormwater runoff and waste drainage systems and can be used with AutoCAD. Detention pond and flexible pipe modeling? Pump and siphon routing? Pollutant loading calculations? Quit saying \"huh\" and start opening .huh.","domain":"hydraulic_engineering"}
{"url":"https://www.anticorrosionsteel.com/sheet-plate/6531.html","date":"2023-12-09T11:08:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100909.82/warc/CC-MAIN-20231209103523-20231209133523-00761.warc.gz","language_score":0.6785889267921448,"token_count":777,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__85237728","lang":"en","text":"172 results for bourdon pressure gauge Wika 2.5\" 30 PSI Bourdon Tube Pressure Gauge Dry Steel Case 111.10, 4302443. money back; Ships in a business\nBourdon Tube: Phosphor bronze back fitting and 0-60 psi/0-4 bar pressure range psi pressure gauge, bar pressure gauge,\nClear cover Stud (Surface treatment) G15 G27 Back side Rolled steel (Black melamine painted) Bourdon tube Brass Pressure Gauge for General Purpose/With Limit\nBourdon Tube Pressure Gauges Stainless Steel, Solid Front Case Bourdon Tube Pressure Gauge Model 232 Vacuum / Compound to 200 psi Pressure from 0/15 to 0\nBourdon tube ≤ 1,000 psi (70 bar): Bourdon Tube Pressure Gauge. Stainless Steel Case. Bourdon Tube Pressure Gauges.\nOil Filled Pressure Gauge. All stainless steel back connection wika cover. stainless steel 304. bourdon tube pressure gauge China wika bourdon\nBourdon Tube Pressure Gauge Stainless Steel Case. Bourdon tube 2” (50 mm) ≤ 870 psi (60 bar): Bourdon tube pressure gauge.\nBourdon Tube Pressure Gauges stainless steel pressure gauge with a solid with solid baffle wall and blow-out back, scale ranges < 0/200 PSI with compensating\nPressure Gauges MA Technical Data, Constructional design Bourdon tube pressure gauge [bar] [psi] 27 MICRO M5 0\nA4A Precision Pressure Gauge BULLETIN A4A-1 Bourdon Tube Range Material** psi 0-15 60 psi STAINLESS 30 in.Hg - 100 psi STEEL 30 in.Hg\nBourdon Tube Pressure Gauges. Stainless Steel Series. Positive pressure ranges to 15,000 psi (1,000 bar) Bourdon Tube Pressure Gauge.\nPounds per square inch (Pa) (bar The ball is made of steel and is magnetically levitated inside a steel tube Pressure gauges. Bourdon tube pressure gauges\nBourdon tube pressure gauge Stainless steel version Bourdon tube pressure gauge model 232.50 160, lower back mount (LBM) ≤ 16 bar with compensating valve\nBourdon Tube Pressure Gauges Stainless Steel Case / Copper Alloy Wetted Parts Center back mount (CBM) PSI PSI, PSI/KG/CM2, PSI/BAR (2?\") Window Gasket\nBourdon Tube Pressure Gauges Stainless Steel Positive pressure ranges to 15,000 PSI Bourdon Tube Pressure Gauge Model Friction fit cover ring with\nAshcroft Type 1084 Stainless Steel Pocket Test Pressure Gauge, Stainless Steel Tube Industrial Pressure Gauges,2-1/2\" Dial, 0-60 Psi/Kpa/bar steel cover that\nApplications for Bourdon tube brass gauges: > 1,000 psi (70 bar): Helical stainless steel. Bourdon Tube Pressure Gauge Stainless Steel Case.\nMiniature Bourdon tube pressure gauge. Back mount, >= 2900 psi / 200 bar), Bourdon tube pressure gauge. Stainless steel,\nMiniature Bourdon tube pressure gauge. Back mount, Bourdon tube pressure gauge. Stainless steel, The pressure gauges cover scale ranges from 0\nBourdon Tube Pressure Gauges Stainless Steel steel Lower mount (LM) or lower back flat area Bourdon tube Material: 316L stainless steel 1,000 PSI:\nBourdon tube pressure gauges must be used within their calibrated psi/bar and psi/kg/cm2 are available in Steel Case CCR Chrome Cover Ring** MIP Maximum\nCopyright © 2015.Company name All rights reserved.www.anticorrosionsteel.com","domain":"hydraulic_engineering"}
{"url":"https://autoltech.en.made-in-china.com/product/jKXnEJdlArhO/China-Original-Launch-Tlt240sc-Double-Hydraulic-Cylinder-Used-Hydraulic-2-Post-Car-Lift.html","date":"2018-02-23T12:32:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-09/segments/1518891814700.55/warc/CC-MAIN-20180223115053-20180223135053-00025.warc.gz","language_score":0.7250687479972839,"token_count":144,"dump":"CC-MAIN-2018-09","global_id":"webtext-fineweb__CC-MAIN-2018-09__0__226423584","lang":"en","text":"Original Launch Tlt240sc Double Hydraulic Cylinder Used Hydraulic 2 Post Car Lift\n1.Dual hydraulic cylinders drive, stable lifting and lowering. Adopt two steel cables for equalization, force two carriages to move synchronously.\n2.Manual lock release device on both sides\n3.Carriage travels in the column through slide block.\n*Rated capacity (kg) 4000\n*Lifting height (mm) 1950\n*Lifting time 50s\n*Lowering time 40s\n*Motor power (kw) 2.2\n*Passagge width(mm) 2486\n*Overall width(mm) 3420\n*Overall height(mm) 3840","domain":"hydraulic_engineering"}
{"url":"https://www.climatechange.ai/papers/neurips2020/35","date":"2023-12-09T14:29:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100912.91/warc/CC-MAIN-20231209134916-20231209164916-00610.warc.gz","language_score":0.9262802004814148,"token_count":244,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__184462226","lang":"en","text":"Accurate river level predictions using a Wavenet-like model (Papers Track)\nShannon Doyle (UvA); Anastasia Borovykh (Imperial College London)\nThe effects of climate change on river levels are noticeable through a higher occurrence of floods with disastrous social and economic impacts. As such, river level forecasting is essential in flood mitigation, infrastructure management and secure shipping. Historical records of river levels and influencing factors such as rainfall or soil conditions are used for predicting future river levels. The current state-of-the-art time-series prediction model is the LSTM network, a recurrent neural network. In this work we study the efficiency of convolutional models, and specifically the WaveNet model in forecasting one-day ahead river levels. We show that the additional benefit of the WaveNet model is the computational ease with which other input features can be included in the predictions of river stage and river flow. The conditional WaveNet models outperformed conditional LSTM models for river level prediction by capturing short-term, non-linear dependencies between input data. Furthermore, the Wavenet model offers a faster computation time, stable results and more possibilities for fine-tuning.","domain":"hydraulic_engineering"}
{"url":"https://bamenda3council.org/projects/updates-of-the-construction-of-0b19b/","date":"2023-11-28T20:21:49Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679099942.90/warc/CC-MAIN-20231128183116-20231128213116-00230.warc.gz","language_score":0.9499789476394653,"token_count":190,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__121764256","lang":"en","text":"Updates of the construction of a new resorvoir worth 200.000litres\nThe Bamenda III Council is currently carrying out the construction of the second Giant water Reservoir with a capacity of worth 200m3 (200,000Litres) added to the former with a production capacity of 80m3(80,000litres).This added reservoir will contribute greatly in optimizing the production capacity of the water Purification plant.\nThe second reservoir will be of great importance to the council and the community at large because it will serve as a storage tank especially in bad weathers where filtration cannot be done as well as sustain network and reduce shortages. Furthermore, with a construction of a basement plant through which a water pump is established, quarters with difficulties to access water due to their location altitude and a steady supply of water.\nWith the constrution of a site house and fenced wall,security is well assured","domain":"hydraulic_engineering"}
{"url":"https://businessupdatereports.com/tag/686-3mw/","date":"2023-03-22T19:18:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296944452.74/warc/CC-MAIN-20230322180852-20230322210852-00054.warc.gz","language_score":0.9545902609825134,"token_count":259,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__105409867","lang":"en","text":"Hydro plants boost Nigeria’s power generation to 3,686.3mw\nNigeria has managed to attain electricity generation and supply of 3,686.3MW after several months of blackout occasioned by cuts in gas supply to power plants largely as a result of high water levels at the nation’s dams, which enabled the three hydro power plants namely, Jebba (360mw), Shiroro (600mw) and Kainji (440mw) to operate at optimal capacity, The Guardian reports.\nData from the current daily operational report of the Transmission Company of Nigeria (TCN) for yesterday, showed that Kainji Hydro with 440mw installed capacity is currently generating 305mw, Jebba with installed capacity of 360mw is working at full capacity while Shiroro with installed capacity of 600mw is generating about 560mw.\nOther power plants, which have also contributed significantly to the rise in electricity, include Egbin Steam, with installed capacity of 880mw, which is contributing 407mw. Sapele is also generating at full capacity. This, is notwithstanding the country’s unutilised power generation due to gas constraints which stood at 4,517mw, as at yesterday.","domain":"hydraulic_engineering"}
{"url":"https://venuselectricalstore.com/product/crompton-ccp12-1ph-1-hp-mud-submersible-pump/","date":"2022-05-18T09:33:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652662521883.7/warc/CC-MAIN-20220518083841-20220518113841-00632.warc.gz","language_score":0.7451509833335876,"token_count":195,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__140083369","lang":"en","text":"- Single phase pumps fitted with float switch for automatic operation\n- Anti rust CED coating parts for longer life\n- Cutter range of pumps handles fibrous solids effectively\n₹ 26,900.00 (including GST)\nSingle Phase Pumps fitted with float switch for automatic operation.\nAutomatic on/off depending on the water level is the reservoir.\nThis industrial level coating prevents the internal parts of the pump from rusting, thus making these pumps last longer.\n|Number of Stages||\n|Head Range (m)||","domain":"hydraulic_engineering"}
{"url":"http://weather.krem.com/US/ID/003.html","date":"2014-03-12T09:55:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2014-10/segments/1394021643070/warc/CC-MAIN-20140305121403-00079-ip-10-183-142-35.ec2.internal.warc.gz","language_score":0.9216341376304626,"token_count":198,"dump":"CC-MAIN-2014-10","global_id":"webtext-fineweb__CC-MAIN-2014-10__0__88285032","lang":"en","text":"... Flood Warning now in effect until Thursday morning...\nthe Flood Warning continues for\nthe St Joe river at St Maries.\n* Until Thursday morning.\n* At 3:00 PM Tuesday the stage was 34.1 feet.\n* Flood stage is 32.5 feet.\n* Minor flooding is occurring and minor flooding is forecast.\n* Forecast... the river is expected to continue to fall to below flood\nstage by tomorrow evening.\nLat... Lon 4701 11627 4717 11663 4728 11668 4740 11665 4735 11632\n* at 33.0 feet... water may be over St Joe city Road.\n* At 32.5 feet... minor flooding will occur throughout the low lying\nareas of the St Joe valley. Water will be observed behind levees\ndue to seepage. Minor flooding of the Aqua Park along the river's\nedge. Outbuildings along the river that are not behind levees may","domain":"hydraulic_engineering"}
{"url":"https://www.al-monitor.com/originals/2020/07/ethiopia-nile-river-dam-gerd-talks-continue-no-agreement.html","date":"2024-04-21T23:38:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-18/segments/1712296818067.32/warc/CC-MAIN-20240421225303-20240422015303-00506.warc.gz","language_score":0.9097924828529358,"token_count":130,"dump":"CC-MAIN-2024-18","global_id":"webtext-fineweb__CC-MAIN-2024-18__0__142588957","lang":"en","text":"Tripartite negotiations on Ethiopia’s Nile River dam continue without progress toward an agreement. The talks follow a UN Security Council meeting last week on Ethiopia’s planned filling of the dam and opposition from Egypt and Sudan.\nEthiopia wants to fill the massive Grand Ethiopian Renaissance Dam (GERD) this month. The dam is on the Blue Nile River, which flows into the Nile. Ethiopia wants the project to supply the country with hydroelectric power and help alleviate poverty, while Egypt and Sudan believe that filling the dam will deplete water levels in the Nile in their countries. The river is a major part of east African economies.","domain":"hydraulic_engineering"}
{"url":"https://www.rembrandtin.com/en/segment/protective-coatings/hydraulics-steel-constructions/","date":"2022-12-07T07:43:33Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-49/segments/1669446711150.61/warc/CC-MAIN-20221207053157-20221207083157-00550.warc.gz","language_score":0.9171538352966309,"token_count":108,"dump":"CC-MAIN-2022-49","global_id":"webtext-fineweb__CC-MAIN-2022-49__0__98116996","lang":"en","text":"Hydrolectric Power Stations\nHydroelectric power generation means using natural resources to generate electricity. Steel structures in hydrolelectric power stations, such as lock systems, weir barriers, turbines, and high pressure pipelines are exposed to serious mechanical stress. Low-solvent coatings from Rembrandtin are applied successfully in run-of-river as well as storage power stations.\n- excellent corrosion protection even for complex objects\n- easy processing\n- reduced VOC content\n- BAW tested systems","domain":"hydraulic_engineering"}
{"url":"http://archives.sfexaminer.com/sanfrancisco/first-tunnel-underneath-san-francisco-bay-closer-to-carrying-water-for-area/Content?oid=2606038","date":"2017-04-30T03:28:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-17/segments/1492917124297.82/warc/CC-MAIN-20170423031204-00468-ip-10-145-167-34.ec2.internal.warc.gz","language_score":0.9278358817100525,"token_count":167,"dump":"CC-MAIN-2017-17","global_id":"webtext-fineweb__CC-MAIN-2017-17__0__160143778","lang":"en","text":"The tunnel through which the water pipeline runs is the first to be bored underneath the floor of the Bay. Other pipes and tunnels, including BART’s Transbay Tube, run in trenches along the top of the Bay floor.\nThe $286 million San Francisco Public Utilities Commission water pipeline project is part of the larger $4.6 billion Water System Improvement Project. The single pipeline, which runs about 125 feet underground, emerging in Menlo Park on the west and Newark on the east, will replace two aging pipelines.\nWorkers are currently working from the eastern side of the tunnel and pumping concrete into the gap between the outer and inner layers, enabling the pipeline to withstand a major temblor on either the San Andreas or Hayward faults, SFPUC officials said, The project is expected to be completed in late 2014.","domain":"hydraulic_engineering"}
{"url":"https://www.menlopark.org/Blog.aspx?IID=245","date":"2023-04-02T09:05:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-14/segments/1679296950422.77/warc/CC-MAIN-20230402074255-20230402104255-00292.warc.gz","language_score":0.9480913281440735,"token_count":75,"dump":"CC-MAIN-2023-14","global_id":"webtext-fineweb__CC-MAIN-2023-14__0__67498098","lang":"en","text":"Posted on July 4, 2015 at 1:56 pm by Clay Curtin\nThe Sharon Heights pump station is nearing completion. Attached are pictures showing what the site looked like before construction and nearing completion of the pump station. The project enclosed all the equipment to minimize noise and improve the aesthetics of the site. The project is expected to be completed the end of the summer.","domain":"hydraulic_engineering"}
{"url":"http://www.geindustrial.com/cwc/Dispatcher?REQUEST=PRODUCTS&pnlid=3&famid=35&catid=110&id=s-pump","date":"2013-05-22T20:08:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368702444272/warc/CC-MAIN-20130516110724-00006-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9353569149971008,"token_count":84,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__140752542","lang":"en","text":"The GE pumping plant panels are specifically designed for outdoor installation. They provide full-voltage control of squirrel-cage pump motors. Overload, undervoltage and short-circuit protection is included as standard.\nGE alternator and duplex pump panels are designed to control two motor driven pumps on a single system. They automatically alternate motor operation under normal demand. Both pumps operate when additional capacity is necessary.","domain":"hydraulic_engineering"}
{"url":"http://urbandale.org/721/Oakwood-Drive-Channel-Relocation","date":"2016-12-08T18:06:35Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2016-50/segments/1480698542648.35/warc/CC-MAIN-20161202170902-00215-ip-10-31-129-80.ec2.internal.warc.gz","language_score":0.9437782168388367,"token_count":214,"dump":"CC-MAIN-2016-50","global_id":"webtext-fineweb__CC-MAIN-2016-50__0__86351495","lang":"en","text":"This project would provide for the construction of a 10-foot by 10-foot reinforced box culvert for a distance of approximately 270 feet adjacent to the residences. In addition to the 270 feet of box culvert, mitigation of the channel is necessary at the upstream end and downstream end of the box culvert in order to provide a transition from open flow to the culvert and from the culvert discharge to the open channel. Additional stabilization is required in a secondary area of the channel to stabilize the toe of the channel and to prevent horizontal migration of the channel.\nProject Status Update - 11/28/2016\nA small portion of Oakwood Drive from Hickory Lane to 64th Street will be closed starting October 3rd, and will be closed until the project is shut down for the winter. Clearing of trees is completed and the box culvert construction is over half way completed. Rip-rap placement along the creek also nearly complete. The current schedule is to get the culvert completed this fall and the project will be substantially complete by mid-March 2017.","domain":"hydraulic_engineering"}
{"url":"http://www.fnn-co.com/tajikistan/","date":"2017-12-16T01:27:40Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-51/segments/1512948581033.57/warc/CC-MAIN-20171216010725-20171216032725-00470.warc.gz","language_score":0.9521371126174927,"token_count":383,"dump":"CC-MAIN-2017-51","global_id":"webtext-fineweb__CC-MAIN-2017-51__0__221851360","lang":"en","text":"Tajikstan (SANG TOODE DAM)\nStone rock mass 2 is of earthy type and is 31.5 meters high from the river bed, and its power plant has two turbines each with a power of 110 megawatts and a total power plant of 220 megawatts. This earth dam with a central cluster core and a dam height of 31.5 meters, with a length of the crest of the dam is 305 meters and the crest of the dam is 12 meters. The total volume of the reservoir is 66.5 million cubic meters and the volume of the embankment of the body of the dam is about 450 thousand cubic meters.\nThe process of construction of this project was started by Iran Farab Company in February 2006, which is the construction, implementation, ownership, operation and then transfer of ownership of the power plant (BOOT). After the operation, the plant will be supplied to Iran for 12 years, so that the Iranian side will withdraw its investment and profits from the proceeds from the plant, and then the power plant will be available to the Tajik side. For this project, $ 256 million is expected to be provided by Iran and $ 15.6 per cent ($ 40 million) by the Tajik government and the remainder by the stone water project company, which is expected to be $ 70 million ($ 180 million).\nThe first phase of the dam and power plant was opened on September 13, 2011, the 20th anniversary of Tajik independence, with the participation of Tajiks and Iran’s Presidents.\nHassan Rouhani said: “In the ceremony of the second turbine of the Sangtudvd-2 power plant in Tajikistan, on September 19, 2014,\nWe are glad to announce that one of the engineering efforts of the Islamic Republic of Iran will be in this country and a hydroelectric plant will be opened.","domain":"hydraulic_engineering"}
{"url":"https://www.government-online.net/watercourse-maintenance-term-service-contract-wakefield/","date":"2020-07-15T19:01:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-29/segments/1593657170639.97/warc/CC-MAIN-20200715164155-20200715194155-00000.warc.gz","language_score":0.7709739208221436,"token_count":204,"dump":"CC-MAIN-2020-29","global_id":"webtext-fineweb__CC-MAIN-2020-29__0__60695254","lang":"en","text":"Watercourse Maintenance Term Service Contract Wakefield\nThe work comprises the maintenance of flood storage areas and watercourses, which involves vegetation. management.\nWatercourse Maintenance Term Service Contract\n45232452-5 – Drainage works\n45246000-3 – River regulation and flood control works\nThe work comprises the maintenance of flood storage areas and watercourses, which involves vegetation management, minor landscaping, desilting, grille clearance and rubbish clearance. Small projects can involve minor earthworks, construction of headwalls, fencing, laying of access tracks tree felling and similar. Reservoir maintenance works involve vegetation management on the dam structures, clearance of obstructions and assisting with valve operations. Works will be carried out on receipt of Task Orders from the Service Manager.\nRegion(s) of supply\nYORKSHIRE AND THE HUMBER\nEstimated contract dates\nExpression of interest window\nFrom 09/05/2019 15:30 to 07/06/2019 12:00","domain":"hydraulic_engineering"}
{"url":"http://www.paintballgateway.com/chitpore.html","date":"2017-09-23T01:47:56Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-39/segments/1505818689413.52/warc/CC-MAIN-20170923014525-20170923034525-00490.warc.gz","language_score":0.8073327541351318,"token_count":74,"dump":"CC-MAIN-2017-39","global_id":"webtext-fineweb__CC-MAIN-2017-39__0__127991046","lang":"en","text":"Check It Powerstation Inline Regulator - Black Dust\nSimply the fastest regulator on the market. Designed for low pressure operation. High flow multi-porting for maximum flow rate. Piston relief vent hole ensures fast recharge without lag during rapid fire. Includes output pressure port for gauge. Operating pressures from 0-500psi. Polished body for smooth sleek finish.","domain":"hydraulic_engineering"}
{"url":"https://atmosi.com/en-us/news/atmos-wave-flow-fat/","date":"2019-10-20T11:58:38Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-43/segments/1570986707990.49/warc/CC-MAIN-20191020105426-20191020132926-00238.warc.gz","language_score":0.8939359784126282,"token_count":178,"dump":"CC-MAIN-2019-43","global_id":"webtext-fineweb__CC-MAIN-2019-43__0__187104713","lang":"en","text":"Atmos Wave Flow passes FAT for the Ceyhan to Kırıkkale pipeline project\nAtmos Wave Flow has passed the factory acceptance test (FAT)for the Ceyhan to Kırıkkale Pipeline project. Atmos Wave Flow provides leak detection using both negative pressure wave and independent volume/mass balance method using flow meters. Atmos Wave Flow was selected for the project due to the performance requirements for small leaks to be accurately located. The Ceyhan to Kırıkkale Pipeline is a 24”, 448 km long crude oil pipeline from Ceyhan Marine Terminal to Kırıkkale Refinery in Turkey, operated by BOTAŞ. The pipeline includes two pumping stations, pig stations, and a distribution terminal. Atmos International Limited are supplying the leak detection system as part of an automation system renovation project.","domain":"hydraulic_engineering"}
{"url":"http://pratishnamachines.com/Hydraulic-Equpements.htm","date":"2021-05-14T01:10:52Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-21/segments/1620243989616.38/warc/CC-MAIN-20210513234920-20210514024920-00521.warc.gz","language_score":0.7047531604766846,"token_count":106,"dump":"CC-MAIN-2021-21","global_id":"webtext-fineweb__CC-MAIN-2021-21__0__71675913","lang":"en","text":"Injection Moulding Machine\nAluminum Pressure Die\nSpecial Purpose Machines\na) Power Packs\nDesigned & supply as per customer specifications used in steel industries with Automatic controls .\nb) Special Purpose Systems\nMedium to High pressure hydraulic systems are offered for various applications to carry out desired functions .\nc) Hydraulic Jacks\nTo lift heavy loads & support load .\nd) Hydraulic Cylinders for High Pressure Applications\ne) Mobile Hydraulic Equipments\nThis site best viewed by 1024 x 768","domain":"hydraulic_engineering"}
{"url":"https://www.atus.com.au/product/davey-d42-a-b-submersible-drainage-pump/","date":"2023-12-11T16:18:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679515260.97/warc/CC-MAIN-20231211143258-20231211173258-00389.warc.gz","language_score":0.8377918601036072,"token_count":143,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__243328857","lang":"en","text":"Submersible sump pump with twin impeller design for higher pressure, up to 32m head.\nFloat Switch fitted for automatic operation\nDouble mechanical seal,one in the oil bath on the motor and an extra mechanical seal on pump for superior reliability and a long service life.\nCorrosion resistant 304 stainless steel shaft, motor shell and fasteners for longer service life\nCentrifugal multi stage 3 impeller design for low flow applications\nIn built automatic thermal overload to protect the motor in the event of blockage or voltage supply problems\nHO7RNF oil resistant leads , 10 meters long with 3 pin power plug for longer life in dirty water and easy connection to the mains power supply","domain":"hydraulic_engineering"}
{"url":"https://www.senseindia.org/digital-ground-water-level-recorder-piezometer.html","date":"2022-05-28T03:52:48Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-21/segments/1652663012542.85/warc/CC-MAIN-20220528031224-20220528061224-00777.warc.gz","language_score":0.6947999000549316,"token_count":100,"dump":"CC-MAIN-2022-21","global_id":"webtext-fineweb__CC-MAIN-2022-21__0__89513923","lang":"en","text":"Digital Ground Water Level Recorder Piezometer\nWe are a leading Manufacturer of digital water level recorder from Jaipur, India.\nDigital water level recorder\nProduct Price: Rs 30,000 / PieceGet Best Price\nwe are manufacture of piezometer,digital water level recorder,DWLR,GWLR,telemetry,non-telemetry,\n|Country of Origin||Made in India|\nGet Best QuoteRequest A Callback","domain":"hydraulic_engineering"}
{"url":"https://www.hochtief-engineering.com/projects/details/stensea-research-project","date":"2022-07-06T13:55:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-27/segments/1656104672585.89/warc/CC-MAIN-20220706121103-20220706151103-00676.warc.gz","language_score":0.9524861574172974,"token_count":283,"dump":"CC-MAIN-2022-27","global_id":"webtext-fineweb__CC-MAIN-2022-27__0__193856657","lang":"en","text":"Stensea research project\nIn the course of the energy transition, suitable energy storage systems are increasingly needed in Germany. To this end, the Fraunhofer Institute's Stensea (Stored Energy in the Sea) research project is investigating a novel system for an underwater pumped storage power plant and testing it in model trials. The operating principle is similar to that of conventional pumped storage power plants. A hollow concrete sphere with an integrated pump turbine is installed on the seabed as the lower reservoir. The surrounding sea represents the upper reservoir, with the pressure difference corresponding to the head of a conventional pumped storage power plant. When energy is needed, a valve is opened and water flows into the hollow concrete sphere, driving the turbine to generate power. If excess energy is available, the water is pumped out of the cavity against the water pressure. In this way, the energy storage system is charged. In cooperation with the research facility, HOCHTIEF developed and built a functional model and successfully tested it in Lake Constance. The main challenge was to cast a three-meter sphere. Following the successful test in Lake Constance, the next stage will be to test a concrete sphere three times as large in the sea, which will then be able to store around 50 to 100 times as much energy.\n- Successfully completed model test 2016-2017","domain":"hydraulic_engineering"}
{"url":"https://www.zhangjiajietravel.com/zjj-suoxi-river-water-landscape-project-is-in-full-swing.html","date":"2021-12-05T18:13:05Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-49/segments/1637964363215.8/warc/CC-MAIN-20211205160950-20211205190950-00508.warc.gz","language_score":0.8712108731269836,"token_count":160,"dump":"CC-MAIN-2021-49","global_id":"webtext-fineweb__CC-MAIN-2021-49__0__155552101","lang":"en","text":"As reported, The first phase of Zhangjiajie Suoxi River Water project will cover an area of about 18,755 square meters. The project is estimated to invest 17.08 million yuan. The project may be completed at the end of this year.\nOriginating from Jinbian Brook, Suoxi River is the mother river and development axes of Wulingyuan district. Its ecological benefit and aesthetic value have irreplaceable status in the development of Wulingyuan scenic spot.\nWulingyuan Government entrusted Shanghai Hydraulic Engineering Design and Research Institute to plan and design Suoxi River water landscape project. The whole project will forge a special scenic belt along the river that collects waterfront landscape, tourist leisure, life relaxation and cultural leisure.\nTranslated by Becky","domain":"hydraulic_engineering"}
{"url":"https://indiadynamics.com/10_Pune/posts/16_Tours_Travel/105_Others/26529002_Pressure_Reducing_Valve_in_Pune_Mahavas_Precision_Controls_Pvt_Ltd.html","date":"2018-09-20T02:53:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-39/segments/1537267156376.8/warc/CC-MAIN-20180920020606-20180920040606-00063.warc.gz","language_score":0.8016957640647888,"token_count":130,"dump":"CC-MAIN-2018-39","global_id":"webtext-fineweb__CC-MAIN-2018-39__0__3149875","lang":"en","text":"Mahavas Precision Controls Pvt. Ltd are providing best quality Pressure Reducing Valve in Pune. These available with us a superior quality range of pressure control valves that are used to control/restrict pressure in the system. These valves works as safety valve in the system. Various types of pressure control valves are available according to the specification.\nVisit us http://mahavasprecisioncontrols.com/ProductInfo/Pressure_Reducing_Valve\nContact us: Mahavas Precision Controls Pvt. Ltd\nAddress: 115/2/1, General Block, MIDC, Bhosari, Pune","domain":"hydraulic_engineering"}
{"url":"http://suwanneedemocrat.com/x564667785/Flood-warning-remains-in-effect","date":"2013-05-25T00:16:03Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2013-20/segments/1368705300740/warc/CC-MAIN-20130516115500-00082-ip-10-60-113-184.ec2.internal.warc.gz","language_score":0.9489426612854004,"token_count":244,"dump":"CC-MAIN-2013-20","global_id":"webtext-fineweb__CC-MAIN-2013-20__0__99277484","lang":"en","text":"Live Oak —\nA flood warning remains in effect for Suwannee River at Ellaville (US 90) affecting Hamilton and Suwannee counties and for Santa Fe River at Three Rivers Estates affecting Suwannee County.\nAt Ellaville, the stage was 45.1 feet Saturday morning. Flood stage is 54 feet.\nThe river is expected to rise above flood stage by Tuesday morning and continue to rise to near 58.5 feet by Thursday morning. Additional rises are possible thereafter to near 60 feet by Friday. At 58 feet, flooding will cause Suwannee River State Park to be closed.\nAt Three Rivers Estates, the Santa Fe River stage was at 15 feet Saturday morning. Flood stage is 19 feet. Moderate flooding is forecast.\nThe river is expected to rise above flood stage by Monday before midnight and continue to rise to near 21.4 feet by Thursday morning. Additional rises are possible thereafter.\nAt 21.2 feet, north part of Santa Fe Road is closed.\nAt 20 feet, flooding begins on Santa Fe and Wilson Springs Road.\nAt 19.8 feet, waters begin to affect homes in the Hollingsworth Bluff area at State Rout 47.","domain":"hydraulic_engineering"}
{"url":"https://matrixlabourleasing.com/galleries/Medicine+Hat+Water+Reservoir/7","date":"2023-02-01T20:08:14Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764499949.24/warc/CC-MAIN-20230201180036-20230201210036-00198.warc.gz","language_score":0.9136039018630981,"token_count":124,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__224601017","lang":"en","text":"The project consisted of the demolition of the existing pumps, equipment and the supply and installation of a completely new pumping system for the town. We also retrofitted the existing pump station building with a completely new second storey construction on a suspended concrete slab. In addition, to this, we upgraded the raw water supply piping and constructed a new electrical building to house a new generator and electrical/controls equipment.\nValue: $2.4 million\nQuestions? Comments? Call us today at 1-866-666-9520 or fill out the form below:","domain":"hydraulic_engineering"}
{"url":"http://jornalharekrsnabrasil.blogspot.com/2010/10/flood-in-vrindavan.html","date":"2018-07-17T03:51:18Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-30/segments/1531676589557.39/warc/CC-MAIN-20180717031623-20180717051623-00490.warc.gz","language_score":0.9530192613601685,"token_count":127,"dump":"CC-MAIN-2018-30","global_id":"webtext-fineweb__CC-MAIN-2018-30__0__16689465","lang":"en","text":"sábado, 9 de outubro de 2010\nThe Flood in Vrindavan\nThe water level in the Yamuna river has rised very high this year. Mansoon rains and dams opening caused the flood in Vrindavan. This is the biggest flood in Vrindavan since the major one of 1978.\nThis video has been taken as part of filming the BB Govinda Swami's video project about Vrindavan.\nThe flood is over now and the water level gets down back to normal. But you can see how it was at it' peak\nJaya Yamuna !","domain":"hydraulic_engineering"}
{"url":"https://www.martiag.ch/en/Pages/News/News_2017-02-16_Wasserkraftwerk-Burfell.aspx","date":"2020-01-20T17:18:23Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579250599718.13/warc/CC-MAIN-20200120165335-20200120194335-00228.warc.gz","language_score":0.9325861930847168,"token_count":133,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__27904253","lang":"en","text":"The extension works on the hydropower station Burfell (100 MW) have begun last spring. The cavern with an excavation volume of 35 000 m³, the two 100 m long shafts (Raise Drill d = 6 m and d = 4.5 m) as well as various hydro tunnels and access tunnels have already been excavated. The concreting works in the cavern, the hydraulic steelwork and the outfitting work have begun on schedule.\nThe finishing works on the new power station are scheduled for spring 2018. By putting it into operation, the new power station will be one of the main power provider in Reykjavik.","domain":"hydraulic_engineering"}
{"url":"https://promec.ca/en/projects/societe-denergie-de-la-baie-james","date":"2021-04-21T05:42:50Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-17/segments/1618039508673.81/warc/CC-MAIN-20210421035139-20210421065139-00489.warc.gz","language_score":0.8012505769729614,"token_count":102,"dump":"CC-MAIN-2021-17","global_id":"webtext-fineweb__CC-MAIN-2021-17__0__78139621","lang":"en","text":"Electricity and instrumentation\nSociété d’Énergie de la Baie-James\nHYDROELECTRIC POWER STATION (480 MW)\nElectrical and mechanical installations\n2004 – 2006\nDesign, labor, supervision, supply of equipment, as part of electrical and mechanical contracts for the construction of the new Eastmain-1 hydroelectric power station. The station has three units that generate a total capacity of 480 MW (work performed in association with HMI Construction Inc.).","domain":"hydraulic_engineering"}
{"url":"http://gatewaywa.com.au/news/latest-news/bell-street-drainage-system/","date":"2018-01-17T14:42:29Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-05/segments/1516084886946.21/warc/CC-MAIN-20180117142113-20180117162113-00047.warc.gz","language_score":0.9374070167541504,"token_count":258,"dump":"CC-MAIN-2018-05","global_id":"webtext-fineweb__CC-MAIN-2018-05__0__109014299","lang":"en","text":"22 Jul 2014\nWork on Bell Street drainage system progressing\nThe upgrade of Bell Street’s drainage system is underway as part of the construction of the street’s new extension linking Miles Road through to Orrong Road.\nThe Bell Street extension is one of a number of local road improvements in the Kewdale Industrial Area being delivered as part of the Gateway WA Project. In conjunction with the construction of this new road, the intersection of Division Street / Orrong Road / Ballantyne Road will also be upgraded. This will involve widening the road and installing traffic signals.\nThe project team is carrying out significant piped drainage work for Bell Street which will continue over the next few weeks.\nThe new road is being built where the open drain channel for the old drainage system used to flow. This new drainage system will change the street’s open channel into an underground piped network.\nTwin concrete pipelines, with diameters of 1,500 metres, will connect two new large underground junction chambers at each end of the new road, some 300 metres apart.\nWork on the drainage system began earlier this year and will finish, together with the completed road, in late 2014.\nAerial view of drainage work at Bell Street, Kewdale","domain":"hydraulic_engineering"}
{"url":"https://www.tsurumipump.co.id/products/HS-HSZ/","date":"2023-12-08T23:08:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100779.51/warc/CC-MAIN-20231208212357-20231209002357-00533.warc.gz","language_score":0.930102527141571,"token_count":220,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__185604928","lang":"en","text":"The HS3.75SL & HSZ3.75SL model pumps are submersible single-phase portable drainage pumps that come with high volume drainage capability.\nThese pumps are a low head, high volume drainage type launched under Tsurumi’s proudly best-selling HS-series. With high volume drainage performance, they are suited to specifically meet the needs of the rental market, as well as the civil engineering and the construction market.\nAs with the existing HS-series units, these operator-friendly submersible pumps are compact and lightweight, i.e. highly portable, and offer improved maintainability.\nWith their wear-prone parts constructed of wear-resistant materials, they are also superbly durable. Moreover, the shaft incorporates Tsurumi’s original agitator to prevent air lock as occasionally seen in vortex pumps and semi-vortex pumps. The agitator also stirs slurry efficiently.\nThe HSZ-series is made as a simple float switch-equipped automatic model to prevent dry-running operation and to reduce power consumption.","domain":"hydraulic_engineering"}
{"url":"https://broadcast-demo.rayoscms.com/weather/severe-weather-alerts/","date":"2022-08-17T23:27:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-33/segments/1659882573118.26/warc/CC-MAIN-20220817213446-20220818003446-00243.warc.gz","language_score":0.8983928561210632,"token_count":205,"dump":"CC-MAIN-2022-33","global_id":"webtext-fineweb__CC-MAIN-2022-33__0__139678774","lang":"en","text":"Severe Weather Alerts\nFlood Warning (Severe)\n* WHAT...Minor flooding is occurring and minor flooding is forecast.\n* WHERE...Pecatonica River near Shirland.\n* WHEN...Until late tomorrow morning.\n* IMPACTS...At 12.0 feet, Low-lying sections of the Winnebago County\nFairgrounds are inundated. Low-lying sections of Rivers Edge\nCampground are inundated east of Shirland.\n* ADDITIONAL DETAILS...\n- At 8:00 PM CDT Tuesday the stage was 12.4 feet.\n- Recent Activity...The maximum river stage in the 24 hours\nending at 8:00 PM CDT Tuesday was 13.1 feet.\n- Forecast...The river is expected to fall below flood stage\n- Flood stage is 12.0 feet.","domain":"hydraulic_engineering"}
{"url":"https://www.standard-freeholder.com/news/local-news/lake-st-lawrence-levels-rise-on-thanksgiving-weekend-for-boat-removal","date":"2021-01-22T13:33:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610703529331.99/warc/CC-MAIN-20210122113332-20210122143332-00034.warc.gz","language_score":0.9384145736694336,"token_count":184,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__288955063","lang":"en","text":"Water levels on Lake St. Lawrence will increase temporarily for the second weekend of October, to assist boaters with removing their craft for the season.\nThe International Lake Ontario – St. Lawrence River Board announced that it will reduce water outflows from the Moses Saunders and Long Sault control dams to bring water levels up.\nAfter the Labour Day long weekend, water levels on the man-made lake continued to drop as the ILOSLR board allowed more water to be drained from Lake Ontario. High water levels from the upper Great Lakes, along with excessive spring run-off conditions caused record flooding on Lake Ontario in 2017 and 2019.\nWater levels on that lake are still above seasonal averages. Late last year, the ILOSLR board allowed higher than normal water outflows to be maintained once the shipping season concluded. This drained water from Lake Ontario over the winter months and helped prevent record-setting flooding in 2020.","domain":"hydraulic_engineering"}
{"url":"https://www.syntierengr.com/projects/new-creation-fellowship-church","date":"2024-02-22T20:54:21Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2024-10/segments/1707947473824.45/warc/CC-MAIN-20240222193722-20240222223722-00464.warc.gz","language_score":0.9541600942611694,"token_count":96,"dump":"CC-MAIN-2024-10","global_id":"webtext-fineweb__CC-MAIN-2024-10__0__67635198","lang":"en","text":"New Creation Fellowship Church\nThe New Foundation Church project consisted of an addition to an existing building and the construction of a new asphalt parking lot and associated utility improvements. New fire hydrants and stormwater conveyance, treatment, and detention/infiltration facilities were constructed as part of the project. The stormwater facilities included combined raingarden treatment and infiltration facilities. SynTier Engineering provided Civil Engineering design services and managed the project throughout the design process to achieve final approval for construction.","domain":"hydraulic_engineering"}
{"url":"https://www.justliners.com/Merchant2/merchant.mvc?Screen=CTGY&Category_Code=PondMasterSubmersibleFilters","date":"2023-12-07T23:36:16Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100705.19/warc/CC-MAIN-20231207221604-20231208011604-00766.warc.gz","language_score":0.9213594198226929,"token_count":97,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__309968901","lang":"en","text":"PondMaster Submersible Pond Filters and Filter SystemsThese filters are ideal for smaller sized fish ponds. Pondmaster submersible pond filters are designed to attach to the pump's intake. Water is drawn through the filter into the pump intake. Compatible with Pond-Mag pumps and other submersible pumps with threaded intakes.\nDeluxe filter system is great for use in beginner ponds or existing ponds and containers. Complete filter and pump kit for quick and easy set up.","domain":"hydraulic_engineering"}
{"url":"https://www.energynd.com/north-dakota-energy-spotlight-hydroelectric-generation/","date":"2023-02-03T19:41:31Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-06/segments/1674764500074.73/warc/CC-MAIN-20230203185547-20230203215547-00585.warc.gz","language_score":0.9120334386825562,"token_count":165,"dump":"CC-MAIN-2023-06","global_id":"webtext-fineweb__CC-MAIN-2023-06__0__182672495","lang":"en","text":"North Dakota Energy Spotlight – Hydroelectric Generation\n• The Garrison Dam produces, on average, 2.2 billion kilowatt-hours of electricity annually. In 2011, due to additional water release from flooding of the Missouri River, the dam’s generators produced 2.6 billion kilowatt-hours.\n• Garrison Dam has five hydroelectric power turbines with a total rated capacity of 583 megawatts.\n• Electric power generated from the Garrison Dam is marketed by the Western Area Power Administration.\n• Completed in 1954, Garrison Dam is the fifth largest earthen dam in the United States. The dam is 2.5 miles long. It cost about $300 million to build the dam.\nRead the full report of Great Plains Energy Corridor Spotlight on North Dakota Energy and request a hard copy here.","domain":"hydraulic_engineering"}
{"url":"https://ptsincalaska.com/projects/","date":"2019-02-23T17:56:59Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2019-09/segments/1550249508792.98/warc/CC-MAIN-20190223162938-20190223184938-00331.warc.gz","language_score":0.9667874574661255,"token_count":130,"dump":"CC-MAIN-2019-09","global_id":"webtext-fineweb__CC-MAIN-2019-09__0__66114184","lang":"en","text":"Municipality of Anchorage\nPTS provided design and construction inspection of MOA capital street and storm drain improvements along U Street from W 15th Avenue to Scenic Way in the Bootlegger’s Cove area. Design services included drainage analysis, technical memorandum, preliminary and final design plans, specifications, estimates, and temporary construction easements. Design of this $900,000 priority project was fast-tracked to fit MOA’s budget and needs. PTS began design work February of 2016, bid in July 2016, and construction was completed in September 2016. Design was completed on schedule, and the construction was completed under budget.","domain":"hydraulic_engineering"}
{"url":"http://www.aowid.com/productMechanies/58.html","date":"2023-06-09T21:34:15Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-23/segments/1685224656833.99/warc/CC-MAIN-20230609201549-20230609231549-00069.warc.gz","language_score":0.7884119749069214,"token_count":361,"dump":"CC-MAIN-2023-23","global_id":"webtext-fineweb__CC-MAIN-2023-23__0__135151035","lang":"en","text":"SPT series dock leveler\n360° panoramic display\nIt provides a flat surface for forklift delivery between storage and container.\n• Hydraulic size (W x L) is 2000mm× 2500mm, 2000mm × 2000mm or customized\n• Front strap size is 410mm and thickness is 16mm.\n• Main table panel 5mm or 6mm tread plate, flat frame is open hinge joint structure, main cylinder is 2 pcs, height is 600mm\n• Height 300mm, dropping 280mm, height up to 780mm\n• Maximum dynamic load 5000-6000kg, maximum static load 9000-12000kg\n• Power unit form: integrated hydraulic system and hydraulic pump station\n• Motor voltage is 380V, frequency is 50HZ, motor power is 0.75kw\n• Working environment is -30 ~ +50 °C, continuous working noise is ≤ 65dB (A)\n• The oil pump pressure is 12MPa, and the oil pump displacement is 2.5ml/r.\n• Safety to prevent fall protection, anti-pinch design, maintenance pole\n• The control box is ABS waterproof sealing control box\n• Electrical control mode is mechanical and electrical control\n• The main power supply is a three-phase 4-wire power supply. Three-phase 380V\n• Auxiliary parts are high-strength reverse anti-collision pads\nRecommendation: Height difference between loading and unloading platform and outdoor ground 1400mm","domain":"hydraulic_engineering"}
{"url":"http://antoine-martin.me/lineal-drain/","date":"2020-01-27T00:48:20Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-05/segments/1579251694071.63/warc/CC-MAIN-20200126230255-20200127020255-00347.warc.gz","language_score":0.7422729730606079,"token_count":545,"dump":"CC-MAIN-2020-05","global_id":"webtext-fineweb__CC-MAIN-2020-05__0__123236063","lang":"en","text":"lineal drain aqua linear cover drainage channels wet room kits trays 3 tray.\nlineal drain wedi linear shower pan quartz.\nlineal drain advantage tile to linear drainage channel the creative solutions.\nlineal drain black glass stainless linear shower side outlet deodorant floor channel neodrain installation ou.\nlineal drain style stainless steel linear shower horizontal curbless tray.\nlineal drain linear schluter.\nlineal drain schluter linear hair catcher stainless steel grates in.\nlineal drain shower bauder linear drainage system ideas for master bathroom.\nlineal drain linear floor channel drainage channels shower drainers manufacturer.\nlineal drain linear shower mm stainless steel slot drainage channels.\nlineal drain form a 8 x schluter linear tileable at.\nlineal drain vinyl to linear schluter the creative solutions.\nlineal drain zero threshold drains stormtech linear drainage system project.\nlineal drain a laticrete linear shower pan plug.\nlineal drain centre outlet stainless steel linear grate cover install schluter buy.\nlineal drain just starting to think about bathroom re do and had never heard of a linear googled extensively but have not found discussions sink schluter home depot bat.\nlineal drain how to install a shower in steps kerdi linear tray easy.\nlineal drain wetroom linear drainage channel easy wall.\nlineal drain the difference between a standard or fixed length linear and an adjustable drainage design guide.\nlineal drain linear shower in polished stainless steel plastic drainage systems solid c the home depot.\nlineal drain linear drainage systems are suitable for indoor and outdoor applications installation aged healthcare settings by selector.\nlineal drain linear drainage channel.\nlineal drain guru linear shower waterproofing drainage design guide kit.\nlineal drain architectural showers by ltd otl linear drainage system.\nlineal drain shallow linear drainage channels drains shower pan store.\nlineal drain delta linear shower x 3 schluter installation 8 in satin finish.\nlineal drain curbless linear shower tray creative solutions gully.\nlineal drain buckled grating on linear channel slot drainage systems drains.\nlineal drain form a 8 x curbless linear shower pan at.\nlineal drain ductile iron edge channel polymer concrete linear drainage systems china.\nlineal drain the channel at one end of shower receives water via a single slope drainage showers provide an aesthetic simple modern lines schluter linear installation sloped.\nlineal drain add to cart stormtech linear drainage system.\nlineal drain linear stainless steel sidewalk storm grate hair catcher buy.\nlineal drain linear walk in shower.","domain":"hydraulic_engineering"}
{"url":"https://www.qtsgroup.com/case-studies/drainage-track-cleaning/doveholes-tunnel","date":"2023-12-05T01:35:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-50/segments/1700679100540.62/warc/CC-MAIN-20231205010358-20231205040358-00589.warc.gz","language_score":0.9644436240196228,"token_count":141,"dump":"CC-MAIN-2023-50","global_id":"webtext-fineweb__CC-MAIN-2023-50__0__37459940","lang":"en","text":"Drainage Case Study\nThis Scheme is located near Buxton and consist of a 900m section of tunnel which has suffered from extensive drainage issues for numerous years.\nQTS was commissioned to replace the existing 6ft drain using a reinforced concrete drainage channel. Following track removal of the Down line by Babcock Rail, QTS installed a large over pumping system and started the permanent works. The water volume proved to be substantially more onerous than experienced and the construction of the existing drain was different to the original design. Additional over pumping equipment were mobilised and the methodology changed to suit these conditions. Despite the challenges, QTS managed to continually improve productivity and completed the proposed works within the allowed programme.","domain":"hydraulic_engineering"}
{"url":"http://www.feifire.com/sector/office-buildings/project-management-office-black-warrior-tombigbeealabama-coosa-operations-division-tuscaloosa-alabama/","date":"2023-09-28T10:20:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2023-40/segments/1695233510387.77/warc/CC-MAIN-20230928095004-20230928125004-00226.warc.gz","language_score":0.9090527296066284,"token_count":303,"dump":"CC-MAIN-2023-40","global_id":"webtext-fineweb__CC-MAIN-2023-40__0__34221266","lang":"en","text":"The U.S. Army Corps of Engineers, Mobile District, is constructed a new project management office for the Black Warrior-Tombigbee/Alabama-Coosa Operations Division. Located in Tuscaloosa, AL, along the banks of the Black Warrior River, the two-story, 20,000-square-foot facility’s occupants are responsible for all civil works activities along the Black Warrior-Tombigbee Waterway, including the Locust Fork, Mulberry Branch, and Alabama-Coosa Waterways. They are charged with operating and maintaining nine locks and dams as well as two hydroelectric generating plants on the Black Warrior-Tombigbee.\nHCS Group, PC provided engineering services for the project and asked Fisher Engineering, Inc. (FEI) to provide performance-based fire protection system design services and life safety analysis as part of the design team.\nSustainable and energy-efficient design allowed the project to attain LEED Silver Certification. Furthermore, the project design received the Alabama Council AIA Honorable Mention Award 2014.\nU.S. Army Corps of Engineers, Mobile District\nHCS Group PC\n- Development of design analysis\n- Development of construction documents consisting of specification and drawing set\n- Fire hydrant flow testing\n- Design review","domain":"hydraulic_engineering"}
{"url":"http://eleqtra.com/","date":"2017-01-23T04:19:02Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2017-04/segments/1484560282110.46/warc/CC-MAIN-20170116095122-00535-ip-10-171-10-70.ec2.internal.warc.gz","language_score":0.8998684287071228,"token_count":113,"dump":"CC-MAIN-2017-04","global_id":"webtext-fineweb__CC-MAIN-2017-04__0__28746136","lang":"en","text":"Mutinondo & Luchenene Hydropower\nThe “Mutinondo and Luchenene Hydropower Project” consists of the development of two facilities on the rivers of these names, with an expected total installed capacity of 77 MW\nPavua will be amongst Mozambique’s first renewables IPPs and will generate up to 120MW of electricity for the national grid\nLake Albert Infrastructure Services\nThe Lake Albert Infrastructure Project is designed to provide access to reliable electricity supply and clean water as well as additional power to the national grid.","domain":"hydraulic_engineering"}
{"url":"https://www.sinoliftshop.com/Elevador-hidraulico-lift-platform-hydraulic-jack-repair-motorcycle-lift-table-p2139397.html","date":"2021-01-26T13:11:04Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2021-04/segments/1610704799741.85/warc/CC-MAIN-20210126104721-20210126134721-00389.warc.gz","language_score":0.7821838855743408,"token_count":157,"dump":"CC-MAIN-2021-04","global_id":"webtext-fineweb__CC-MAIN-2021-04__0__200704280","lang":"en","text":"Sinolift HT350 series Manual Lifting Drum Stacker\n- High Lifting can be suitable for the stacking two drums.\n- Wide, low and narrows legs structure is especially suitable for handling on different pallets.\n- Durable olecranons, strong structure , safe and reliable.\nTags: elevador hidraulico lift platform, hydraulic jack repair motorcycle lift table, hydraulic lift table freight elevator, manual hydraulic double scissor lift table truck, 200kg hydraulic lifting table cart\n- Drum Handling Equipment and Tools\n- Hydraulic Table lift / Platform\n- Mini Stacker and Work Positioner\n- Pallet Jack\n- Roll and Reel Handing Equipment\n- Track Order\n- Contact Us\nYour cart is currently empty.","domain":"hydraulic_engineering"}
{"url":"http://picourseworkvgzm.californiapublicrecords.us/akasombo-dam.html","date":"2018-11-18T04:16:27Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-47/segments/1542039743963.32/warc/CC-MAIN-20181118031826-20181118053826-00239.warc.gz","language_score":0.9593934416770935,"token_count":970,"dump":"CC-MAIN-2018-47","global_id":"webtext-fineweb__CC-MAIN-2018-47__0__13660998","lang":"en","text":"The akosombo dam (also referred to as the akosombo hydroelectric project), is a hydroelectric dam on the volta river in southeastern ghana in the akosombo. The akosombo dam, also known as the volta dam, is a hydroelectric dam on the volta river in southeastern ghana in the akosombo gorge and part of the volta. The easing electricity crisis in the country may relapse as the akosombo hydro generating plant faces a possible shutdown due to a drastic drop in the water.\nOn the preceding score, it would not be totally out of order to suggest the re- naming of the volta river project/akosombo dam the “gbedemah. 2, country, name of dam, alternate dam name, iso alpha- 3, administrative 17, ghana, akosombo (saddle), gha, eastern, accra/tema, volta, west coast. Akosombo dam, rock-fill dam on the volta river, near akosombo, ghana, completed in 1965 as part of the volta river project its construction was jointly. The volta lake and akosombo dam the volta lake is one of the largest man- made lakes in the world created in 1965 as a result of the damming of the volta .\nNkrumah's most grandiose project, this massive wall of concrete completed in 1966 holds back the waters of one of the world's largest man-made lakes. Akosombo dam the historic hydro electric dam which led to the creation of the volta river is only 15 minutes drive from the hotel. Volta reservoir behind ghana's akasombo dam, flooded 4% of that nation's land area in the united states, whose 5,500 large dams make it the second most. Today, hydropower, generated by three dams, of which the akosombo dam is the largest, serves as ghana's main source of energy.\nThe akosombo dam, also known as the akosombo hydroelectric project, is a hydroelectric dam on the volta river in southeastern ghana in. In 1966, ghana built the akosombo dam, which is a 912-megawatt hydropower plant and the most significant hydraulic structure on the volta. Akosombo dam (akosombodam) - volta region is a dam (a barrier constructed across a stream to impound water) and has the latitude of 626667 and longitude . Despite the conclusion that the the aswan high dam project would not produce was for the dam to be at ajena but it was found that another site, at akosombo, . The thesis seeks to utilize a differential equation model for akosombo dam's water level prediction the model was tested on a data covering the past twenty.\nHistory of akosombo dam to anyone connected with the post-war story of the volta river project, one theme must stand out most clearly - the theme of. This project will include a dam at the akosombo site about 60 miles above the mouth of the volta river a power plant with 589 mw installed transmission lines . Dam name, akosombo dam location, akosombo district, asuogyaman district region, eastern region type of dam, rock fill embankment dam reservoir.\nThe bui hydroelectric dam is located on the borders of the large hydro-electric dam at bui across the black volta akosombo, the biggest dam in ghana in. Feel the roar of akosombo dam once at the hydroelectric dam, take a tour of the mighty installation while you enjoy the spectacular views this. Type: dam, hydro power plant area: eastern river: volta power capacity: 1,020 mw (6 x 170 mw) water capacity: 147,960 million m3. Akosombo dam, bui was supposed to follow as part of a grand plan for the industrialization and modernization of ghana and africa since the 1980s, periodic.\nThe akosombo dam, which was completed in 1965, formed lake volta, the largest man-made water storage reservoir in africa and the world despite the huge. Using the akosombo dam and the bui dam project – both in ghana – as case studies, this paper analyses the potential and significance of large dams within the. The akosombo dam was constructed on the volta river primarily for the generation of hydropower the resultant volta lake which was formed between 1962 and. Mr richard oppong mensah, director of the akosombo hydro generating station , has assured that robust measures are in place to prevent.","domain":"hydraulic_engineering"}
{"url":"http://www.builder.lk/mott-macdonald-wins-role-on-1-4gw-hydropower-project-in-pakistan/","date":"2020-10-31T16:54:25Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-45/segments/1603107919459.92/warc/CC-MAIN-20201031151830-20201031181830-00210.warc.gz","language_score":0.9441012144088745,"token_count":445,"dump":"CC-MAIN-2020-45","global_id":"webtext-fineweb__CC-MAIN-2020-45__0__146038557","lang":"en","text":"Mott MacDonald wins role on 1.4GW hydropower project in Pakistan\nJune 20, 2019 – Mott MacDonald has been selected as lead consultant for the 1,410MW Tarbela 5th Extension hydropower project, which is being delivered by the Water and Power Development Authority of Pakistan.\nThe project is intended to increase the total generating capacity of the Tarbela Power Plant from 4,888MW to 6,300MW.\nLocated below the largest earth-filled dam in the world, the Tarbela power station has been steadily developed since its commissioning in 1976.\nThe extension project, however, aims to boost seasonal power supply to meet Pakistan’s increasing electricity demand.\nThe project involves the construction of a new hydropower plant featuring three generating units each with 470MW capacity, at the end of an existing 43-year-old tunnel through the Tarbela dam.\nIt also includes the construction of new 50km-long, 500kV transmission line and a 20 to 40MW floating solar pilot project, which will be the country’s first of its kind.\nPlanned to be commissioned in 2021, the project will be equipped to have annual power generation capacity of 1,810GWh.\nMott MacDonald Pakistan power sector leader Mark Gill said: “We are excited to continue our involvement with the Tarbela project. Our design innovation on Tarbela 4 increased the power supply by 47%.\n“Similarly, our designs for Tarbela 5 have increased power by a further 10%. We are proud that our work will connect new opportunities for energy reliance and sustainability in Pakistan.”\nMott MacDonald said it has already carried out the feasibility, scoping studies and detailed design for the Tarbela 5th Extension project, which unlike other four tunnels is situated within the left abutment of the dam.\nThe firm, in a statement, said: “Using the tunnel for dual purpose, such as irrigation releases and power generation, has presented a unique set of challenges. Many of the challenges relate to its location between two large spillways, their associated plunge pools and a common discharge channel.”","domain":"hydraulic_engineering"}
{"url":"https://realestatevietnam.com.vn/deputy-prime-minister-allowed-invest-nearly-vnd-8-600-billion-expand-hoa-binh-hydroelectric-plant/","date":"2022-10-04T22:34:00Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2022-40/segments/1664030337529.69/warc/CC-MAIN-20221004215917-20221005005917-00570.warc.gz","language_score":0.9048468470573425,"token_count":550,"dump":"CC-MAIN-2022-40","global_id":"webtext-fineweb__CC-MAIN-2022-40__0__244735201","lang":"en","text":"Deputy Prime Minister Trinh Dinh Dung has recently approved the policy of investing in the Hoa Binh Hydropower Plant project with a total initial investment of VND8,596 billion.\nAccordingly, in terms of scale of investment, the plant will have two units with a installed capacity of 480 MW. The average annual electricity output is 479 million kWh / year (in flood season) and the peak electricity capacity of the existing Hoa Binh power plant in the dry season is about 264.4 million kWh / year.\nThe main technological equipment consists of hydraulic mechanical equipment (including Francis turbine unit, vertical three phase generator with capacity of 480 MW (2 x 240 MW) and auxiliary equipment synchronized); Hydro-mechanical equipment (including water intake, hydropower plants, pressure pipelines and other auxiliary equipment); Power distribution stations (using the GIS station scheme, connection with the national power system at 220 kV or 500 kV).\nAccording to the decision, the objective of the project is to increase the peak power capacity of the national power system and create the best conditions for exploiting the annual water supply in the flood season of the existing Hoa Binh Hydropower Plant to generate electricity.\nAt the same time, in order to improve the frequency and frequency stability of the national power system; contributing to reduce the cost of the national electricity system; reduce the working intensity of the existing units, thereby extending the life of the equipment, saving maintenance and repair costs.\nIt is known that Hoa Binh Hydropower Plant Project is invested by Electricity of Vietnam (EVN), of which the investment capital is estimated from EVN’s own capital (about 30% of total investment capital). Preferential loans (used for compensation, assistance and resettlement) and commercial loans (70% of total investment capital).\n~~>>Update on new information on the real estate news in Vietnam here: Vietnam real estate news\nThe factory is built at the inlet of Thai Thinh Commune, water tunnel; Factory in Phuong Lam Ward, Hoa Binh City, Hoa Binh Province.\nAs planned, the project will put the project into operation in 2022 – 2023 with a total initial investment of VND8.596,203 billion.\nYou are reading the article Deputy Prime Minister allowed to invest nearly VND 8.600 billion to expand Hoa Binh hydroelectric plant in the Real Estate category at https://realestatevietnam.com.vn/.Any information sharing, feedback please email to firstname.lastname@example.org, Hotline 0909890897 (24/7).","domain":"hydraulic_engineering"}
{"url":"http://www.independent.com/weather/alerts/california/carquinez-strait-and-delta/flood-warning/","date":"2018-11-19T12:41:08Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2018-47/segments/1542039745761.75/warc/CC-MAIN-20181119105556-20181119131556-00418.warc.gz","language_score":0.9295933842658997,"token_count":372,"dump":"CC-MAIN-2018-47","global_id":"webtext-fineweb__CC-MAIN-2018-47__0__170886794","lang":"en","text":"- Flood Warning for Carquinez Strait and Delta County, California\n- Flood Warning issued March 22 at 3:19PM PDT until March 23 at 2:10PM PDT by NWS\n- Effective: Thursday, March 22, 2018 at 3:34 p.m.\n- Expires: Friday, March 23, 2018 at 2:10 p.m.\n...The Flood Warning continues for the following rivers in\nCosumnes River At Michigan Bar\n.Lines of intense convection are causing rapid rises on\narea rivers and streams. The Cosumnes River at Michigan Bar is forecast\nto reach flood stage in the next couple hours. The Cosumnes River at Mcconnell is expected to rise above monitor stage this evening.\nForecasts are based on present and forecasted meteorological and\nhydrologic conditions at time of issuance.\nThe Flood Warning continues for\nThe Cosumnes River At Michigan Bar.\n* until Friday afternoon...Or until the warning is cancelled.\n* At 2:30 PM Thursday the stage was 11.2 feet.\n* Minor flooding is forecast.\n* Expected to rise above flood stage of 12.0 FT this afternoon then\nforecast to rise to near 13.0 FT this evening then forecast to\nfall below flood stage of 12.0 FT then forecast to recede to near\n7.5 FT tomorrow afternoon.\n* Flood stage 12.0 ft\n* Monitor stage 7.0 ft\n* Impact...Near 13.2 feet, Water floods houses in Wilton. The south\nbank levee near Wilton is overtopped.\n* Impact...Near 12.0 feet, Water flows on to the road near Wilton.\n* Impact...Near 8.0 feet, Low lying lands along the river begin to","domain":"hydraulic_engineering"}
{"url":"https://www.smallhydroturbine.com/?page_id=2432","date":"2020-12-02T22:16:46Z","file_path":"s3://commoncrawl/crawl-data/CC-MAIN-2020-50/segments/1606141716970.77/warc/CC-MAIN-20201202205758-20201202235758-00085.warc.gz","language_score":0.8890412449836731,"token_count":366,"dump":"CC-MAIN-2020-50","global_id":"webtext-fineweb__CC-MAIN-2020-50__0__58900484","lang":"en","text":"micro hydro power generator for home\nmicro hydro power generator for home or hydro turbine generator for home use, usually is meaning the hydro generator of capacity less than 50KW. It has the features of compact design, low investment, eacy to install, low maintenance. The micro hydro turbine for home use of Forward covering turgo turbine, pelton turbine, francis turbine, axial flow turbine. Unit capacity upto 100kw and water head upto more than 280m.\nMicro Radial flow turbine\nMicro radial flow turbine designed by Forward is suitable for develop middle and high head hydraulic power resource. Separated generator and turbine design facilitate maintenance and spare parts replacing. Structure of turbine three bearings and generator 2 bearings makes it much more robust, and in additional turbine’s individual lubricate system ensure a service life of at least 30 years. According to customer’s feedback, this unit of turbine able to work three years continuously while doesn’t need to change any bearing.\nWater head 15-100 meter, flow rate 0.001-0.22 m3/sec, unit capacity 3KW-100KW.\nComplete set which is very easy to install and maintain. Robust design spanlife at least 30 years.\nThe cliente doesn’t have to build complicated civi works.\nGenerator adopted by Forward is brushless excitation type, which installed AVR device to ensure a steady output voltage. Frequency, voltage are all able to customizable.\n15KW radial flow turbine running at Chile customer’s farm.\nRadial flow turbine arrived Mexico customer’s facility.\nDiscover FORWARD projects,\nGet in touch with us\nDesign and production of generating equipment\nfor 5KW-50MW hydro power project.","domain":"hydraulic_engineering"}