ISLAMABAD: Diamer-Bhasha Dam will generate 4,500MW of electricity besides ensuring water storage capacity of 8.1 million acre feet. An official said that Diamer-Bhasha Dam would help meet the country’s future power and agricultural requirements and help store floodwater in monsoon. He said that the construction of Diamer-Bhasha Dam, the third largest water reservoir in the country, would help resolve the energy crisis. The dam was the first major hydel power project after Mangla Dam, which was built in 1967. Replying to a question, he said the Diamer-Bhasha Dam would recover its cost in seven years. The dam will fulfil the requirements of all the four provinces. He said that a nationwide strategy has been devised to discourage the wastage of national water resources in the country.
Published in The Express Tribune, April 21st, 2012.
More in PakistanScenes from the hospital: Searching for loved ones amid chaos


Today’s Patterson vertical turbine technology is the product of years of vertical pump experience. This refined design concept produces exceptional hydraulic performance, with low vibration and noise levels. Pumping sections can be staged as necessary to meet desired pressure requirements. H2O Works™ Vertical Turbine units require only minimal floor space, and the pumps operate in low NPSHA applications. The high-pressure vertical turbine design is adaptable to a variety of industrial/municipal/power applications. They are capable of handling flows in excess of 30,000 gpm. Standard construction offers cast iron discharge heads from 6 in. to 14 in., with fabricated steel column, stainless steel head and bowl shafts, alloy steel line shaft and cast iron bronze fitted bowls. Bowls are available in diameters ranging from 12 in. through 40 in. Open line shaft construction is standard; enclosed line shafts are available. Special construction requiring stainless steel or aluminum bronze is available, and fabricated steel heads in lieu of cast iron are available in both above and below grade discharge configurations.


Sardinia - Italy
Ente Autonomo del Flumendosa (EAF)
2003 - 2010
Description for Uvini (Italy)
Refurbishment of the Uvini hydropower plant.
- Reservoir ( Total Reservoir Vol. = 320 Mm3 )
- Penstock ( Diameter =
- Underground Power House ( D (circular plan) = 17 m, H = 29.4 m )
- Electromechanical Works: N° 2 Turbines (Kaplan + Francis), Total IP = 15.8 MW
- - Kaplan Turbine: Max. diverted flow = 30 m3/s, Max. net head =
50 m, Max. power = 14.5 MW
- - Francis Turbine: Max. diverted flow = 3.0 m3/s, Max. net head = 50.0 m, Max. power = 1.3 MW
- Main Transformers ( N° 2 )
- - Kaplan: No-load ratio = 9 / 70 kV, Rated power = 17.5 MVA
- - Francis: No-load ratio = 0.4 / 15 kV, Rated power = 1.6 MVA
Water supply system for the district of Abuja, including pipelines, pumping...
Hydroelectric Power Plant, with IP = 525 MW, which the exploits of N° 5...
Alto Temo (Italy)
Water storage plant for irrigation purposes with a capacity of 90 Mm³
Arda Cascade (Bulgaria)
Hydropower cascade including the existing plants of Karjali (IP = 106 MW),...
Chespi is the first hydroelectric project of the Guayllabamba cascade with an...
Addis Ababa urban water supply scheme with a storage capacity of 40 Mm3.
Ulu Jelai (Malaysia)
Enguri Cascade (Georgia)
ENGURI HPP Cascade envisages the construction of three hydropower plants on...
Little Beles (Ethiopia)
Reservoir for water supply with a storage capacity equal to 3.5 Mm³.


Are you searching to know about Pumped storage power plants in India?
Then you landed in the right place. Here you will know the list of pumped storage power plants in India from scratch to end.
So, Come with me and I will take you on the knowledgeable journey with Engineers Rail.
First, Let’s know How a Pumped storage power plant works.
How Pumped Storage Power Plant Works?
Pumped 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.
A pumped storage power plant is made of two types of the reservoir-
- Upper water reservoir
- Lower Water reservoir
During 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.
In 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.
After 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.
Now, Let’s move to the mainstream of the article, where you will know about the pumped storage power plant in India.
So, Let’s get started…
Here are in India pumped storage power plant-
- Sardar Sarovar Dam
- Tehri Dam
- Purlia Dam
- Srisailam Dam
- Nagarjuna Sagar Dam
- Kadamparai Dam
- Kadana Dam
- Ghatgar Dam
- Bhira Dam
- Poithan(Jayakwadi Dam)
Sardar Sarovar Dam- 1450MW
Built 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.
This dam has a length of 1210meter with 163meter of height.
It has the biggest lined irrigation canal in the world with a length of 458KM which even reaches in Gujrat-Rajsthan Border.
It provides irrigation to 18.5 lakh hectares of land in Gujrat which is 12 times the size of Delhi.
The 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.
The estimated cost of the whole project is around 4000 crore in 2010-2011.
Tehri Dam – 2400MW
Tehri 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.
Tehri 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.`
Tehri Dam is Asia’s tallest and the World’s fourth Tallest Dam with 260.5 Meters of Height.
Tehri Dam is World’s eighth tallest Dam according to general positioning. The authorized name of Tehri Dam is Swami Ramtirtha Sagar.
Murguma Dam- 900MW
Murguma Dam is situated on the Saharajhore River near Murguma village in Purulia district. This dam is also known as Purulia Dam.
This dam comes under Purulia pumped storage project(PPSP) with a total electricity generation capacity of 900MW with reversible turbines of 225MW each.
Srisailam Dam- 1670MW
Srisailam Dam is a pumped storage dam with an electricity generation capacity of 1670MW.
This 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.
Nagarjuna Sagar Dam- 816MW
Inaugurated by then prime minister Pandit Jawahar Lal Nehru in 1955, Nagarjuna Sagar Dam was jointly operated by Andhra Pradesh and Telangana.
Nagarjuna Sagar Dam has a total power generation capacity of 816MW.
This 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.
Kadampari Dam- 400MW
Constructed on the Kadampari river, Kadampari Dam is the pride of Coimbatore, Tamil Nadu.
This 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.
Kadana Dam- 240MW
Kadana 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.
This dam has a total power generation capacity of 240MW. The purpose of this dam is mainly for power generation, Irrigation and water storage.
This Kadana Dam is owned by NWRWS, the Government of Gujrat. It has 66meter of height with 575meter of length.
This is a two-stage power plant. Here is some information regarding the same-
|Stages||No. of Unit||Capacity|
Ghatghar Dam- 250MW
Ghatghar dam is the pumped storage power plant impound on the Pravara and Shahi Nalla river in Ghatghar village of Ahmednagar district, Maharastra.
This was built to generate power with a total power generation capacity of 250MW with two units of reversible Francis turbine.
The construction of the Ghatghar dam was begun in 1995 and further opened in 2006.
This 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.
Bhira Dam- 300MW
The dam was built by the Tata power company in 1927 to generate power using a pumped-storage power generation system.
This 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.
This dam is also known as Tata powerhouse Dam. This dam helps to supply water for irrigation as well as tourism activities like rafting.
Jayakwadi Dam- 12MW
Jayakwadi dam impounds on the Godavari river and is located in Jayakwadi village of Aurangabad, Maharastra.
The 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.
Further inauguration of the dam is done by then prime minister Indira Gandi under the supervision of Chief project engineer Mr AAA Siddiqui.
The height of this dam is 41.30m with a length of 9998meter with a total power generation capacity of 12MW.
Water is mainly used to supply drinking water and Irrigation water to nearby lands and further for Industrial use.
This 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.
Thank you for being with me. I hope to see you in the next session.
Abhishek 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.


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Port Mann Water Supply Tunnel, British Columbia, Canada
The Port Mann Water Supply Tunnel is being constructed by Metro Vancouver, under the Fraser River, the largest river in British Columbia, Canada. The estimated investment for the new water supply tunnel is C$240m ($231m).
The new tunnel will ensure continuous delivery of high-quality drinking water to growing communities south of the river and will more than double the capacity of the existing main.
The tunnel will be earthquake-resistant and located just downstream of the new Port Mann Bridge and upgraded Trans-Canada Highway.
Construction of the project began in June 2011 and is anticipated to be completed in the fourth quarter of 2016. The works are being carried out by the joint venture of McNally and AECON, with Hatch Mott MacDonald as the construction manager.
Details of the new water supply project
The new water supply tunnel will replace a 40-year-old main that was damaged in 1997 during the freshet on the Fraser River and temporarily repaired. The new tunnel is designed for a 100-year lifespan.
The pre-cast segmentally lined tunnel will span from Surrey on the south side of the river, and Maquabeak Park in Coquitlam on the north side of the river. The entire tunnel will be approximately 3.5m in diameter and 1km-long.
Construction of the Port Mann Water Supply Tunnel
The tunnel will be fitted with a new 2.1m diameter steel water main. The project necessitates the construction of two 60m-deep vertical shafts to the surface, including a 15m diameter shaft on the south side of the river in Surrey, and a 10m diameter shaft on the river's north side, in Coquitlam.
Construction work for the shafts began in 2011. The south shaft measuring 13m in diameter was completed in February 2013. The second shaft was completed in 2013.
Two underground valve chambers to regulate the flow of water through the new water main will also be constructed. The two valve chambers will be located near each shaft.
The work on the shafts involved the construction of diaphragm walls, excavation of soil under the diaphragm walls and construction of shaft chamber walls. Site restoration works were carried out after the completion of the shaft works.
Shafts were constructed using ground replacement method instead of jet grouting in order to allow the tunnel boring machine (TBM).
The break-out and break-in zones at the two shaft sites feature rectangular block of panels and are being constructed using hydromill technology. The zones are being backfilled with concrete.
The horizontal tunnel for the new water main was constructed using Caterpillar Earth Pressure Balance (EPB) tunnel boring machine. Tunnelling began in February 2014 and was complete in July 2015.
The material excavated by the TBM was transported to the surface in Surrey, where it was hauled off site. The tunnel was excavated at pressures of up to six bar using the new EPB machine.
Key players involved with Canadian tunnelling project
The tunnel was designed by the Fraser River Tunnel Group, comprising of Ausenco Sandwell, Jacobs Associates and Golder Associates. Lindsey Quality Solutions is rendering management advisory and support services for the project.
Bencor was responsible for installing 30 slurry wall panels to a depth of 68.8m (225ft) for the south shaft. A BC40/MC128 Hydro mill for the project was provided by Bauer.
The segments for the fibre-reinforced precast segmental liner are being manufactured by Armtec. Ballard Diving & Hyperbaric Services is providing divers to carry out certain works inside the shafts.
Betty Lake Water Treatment Plant at CFB Wainwright was upgraded with a filtration system and an immersed membrane system in 2009.
Red River Floodway, also known as Duff's Ditch, is a 48km artificial flood control waterway which was built between 1962 and1968 in Canada.


ODNR has advertised its request for bids for construction of improvements to the Cutler Lake Dam in Blue Rock State Park. Go to www.bidexpress.com for more information.
The dam improvements generally include removal of the existing concrete spillway and chute and construction of a new concrete spillway and chute.
Construction start is expected Summer, 2017 with completion set for June 1, 2018.
Visit the Cutler Lake Dam Risk Reduction project.
Blue Rock State Park web page.


State board OKs loan to finance regional water system improvements
AUSTIN - The Texas Water Development Board (TWDB) on Thursday approved by resolution a loan in the amount of $28,754,000 to the Coastal Water Authority (Harris County) from the State Participation program to finance water system improvements.
The Coastal Water Authority intends to use the funds to plan, design, and construct the Luce Bayou Interbasin Transfer Project to meet the surface water demands of the metro Houston area.
This project is a recommended strategy in the 2012 State Water Plan.
The TWDB is the state agency charged with collecting and disseminating water-related data, assisting with regional planning and preparing the State Water Plan for the development of the state’s water resources.
The TWDB administers cost-effective financial programs for the construction of water supply, wastewater treatment, flood control, and agricultural water conservation projects.


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Voith Hydro has received new orders to equip two pumped-storage plants in Austria. The company will supply energy provider Vorarlberger Illwerke AG with two pumps and a pump turbine for the two projects Obervermuntwerk II and Rellswerk in Montafon, Vorarlberg. The total value of the order is around €35 million. Within the context of Germany's switch to renewable energy (“Energiewende”), pumped-storage plants assume an important role as an efficient and reliable technology.
For Obervermuntwerk II, Voith is to supply, assemble and commission two 170 MW storage pumps including the hydraulic torque converter. The plant will be constructed between the two reservoirs Silvretta and Vermunt and will complement the Obervermuntwerk facility, which was built in 1943. The new plant will make a decisive contribution to increasing the efficiency and capacity of the Upper Ill-Lünersee group of power plants and will be used in particular to generate peak and control energy. It is therefore an important building block for successful implementation of the European energy transition.
For the new Rellswerk, Voith Hydro will supply a 13 MW, 3-stage pump turbine, with bearing oil supply system, as well as assembly and commissioning services. The Rellswerk will also be incorporated into the existing group of power plant: thanks to the flow from the Rells creek, the Rells power plant will be able to produce around 18 GWh of additional primary energy a year. This will also increase the amount of peak and control energy available at the Lünerseewerk power plant by about 37 GWh a year.
Photo: Silvretta reservoir (Source: Vorarlberger Illwerke)


The Governing Board of the Low Impact Hydropower Institute (LIHI) certified four hydroelectric projects as low impact during its recent board meeting.
The projects, which were certified unanimously by the board, are: Clark Fork hydroelectric project on the Clark Ford River in Idaho and Montana; Arkansas River Dam No. 2 in Arkansas; the Alternatives Hydroelectric project on the Mumford River in Massachusetts; and the Penacook Upper project located on the Contoocook River in New Hampshire.
With the exception of the Clark Fork project which was certified for eight years, the remaining projects received five year certification.
Details on all the hydro projects certified as low impact, please visit www.lowimpacthydro.org


Oromia region - Ethiopia
Salini Costruttori S.p.A.
2005 – in progress
Description for Gibe III (Ethiopia)
The design of this record breaking 250 m high RCC dam has proved to be one of the biggest challenges faced by our engineers to date. The hydropower plant with its full capacity of 1870 MW recently came on-line.
- RCC Gravity Dam (H = 250 m, L_crest = 620 m)
- Reservoir (V = 14'700 Mm³)
- Spillway (No. 7 gates, 12 x 17.5 m, Q = 10'600 m³/s)
- No. 2 Power Waterways (L = 1.0 km, D = 11 m)
- No. 2 River Diversion Tunnels (L = 1.1 km, D = 14 m)
- No. 1 River Diversion Tunnel (L = 1.1 km, D = 7 m)
- Rockfill cofferdam with impervious geo-membrane (H = 50 m, L = 205 m)
- Outdoor Power House (No. 10 Francis turbines, IP = 1'870 MW)
- Transmission Lines (L = 3 km, 400 kV)
Refurbishment of the Uvini hydropower plant.
The main components of the project are: the Kamanyola Electrical Substation,...
Rio Grande (Argentina)
Hydroelectric Plant with Pumped Station.
Vranduk (Bosnia and Herzegovina)
Vranduk project consists in a run off river power plant with an installed...
Storage works for Famagusta urban water supply.
Kabwe urban water supply scheme.
Reservoir storage capacity: 12 Mm³.
King Talal (Jordan)
The assignment comprises the assessment of conditions of the existing plant...
Alto Temo (Italy)
Water storage plant for irrigation purposes with a capacity of 90 Mm³
Batoka Gorge (Zambia)
Trans-boundary hydropower plant of 1'600 MW, equally shared among Zambia...


Southern region - Bulgaria
Enel Power S.p.A.
2001 - 2002
Description for Arda Cascade (Bulgaria)
Hydropower cascade including the existing plants of Karjali (IP = 106 MW), Studen Kladenets (IP = 60 MW), Ivailovgrad (IP = 103 MW) and the planned plants of Madan (IP = 47 MW), Sarnitsa (IP = 69 MW) and Ardino (56 MW + mini-hydro of 2 MW).
- Reservoir (V = 168 Mm³)
- RCC arch-gravity dam (H = 110 m, L_crest = 365 m, V = 0.55 Mm³)
- Spillway (Q = 2'500 m³/s, No. 6 flap gates = 6 x 6 m)
- Outdoor powerhouse (No. 2 Francis turbines, IP = 56.6 MW, E = 148.5 GWh/y)
- Mini-hydro (IP = 2 MW, E = 12.4 GWh/y)
- Review of the previous feasibility studies (in collaboration with Enel Power)
- Feasibility study of the Ardino hpp
- Design of the Ardino dam and the appurtenant structures
Dire Dam (Ethiopia)
Earthfill dam with impermeable core for water supply to Addis Ababa and to...
Djouè river hydroelettric plant (tributary of Congo).
Roma Est (Italy)
Sewage treatment plant for domestic and industrial waste water.
Limonlu HPP comprises 4 power plants in cascade to be constructed in 2 phases...
Lufubu Cascade (Zambia)
LUFUBU HPP Cascade envisages the construction of three hydropower plants on...
Little Beles (Ethiopia)
Reservoir for water supply with a storage capacity equal to 3.5 Mm³.
Ruzizi Transmission Lines
Studio Pietrangeli is a consultancy firm specialized in transmission lines...
PHASE 1: Achievement of a reservoir for flood control of the Temo...
Water storage for irrigation, capacity 58 Mm³.


Balambano Dam to boost generation
Pacific Rim Power has been awarded the engineering and procurement contracts for the Balambano Dam and Hydroelectric Power Station, with an average power output of 93 MW. Initial contracts for the preliminary civil works are under way. The supply/erection contracts of the turbine generators have been awarded to a consortium of GE Hydro of Canada, Elin and MCE of Austria. The station, at Soroako, Indonesia, is projected to be completed by the end of 1998. P.T. Inco needs additional power to increase nickel production at its plant.


The Flood Warning continues for
the Illinois River near Havana.
* Until Friday morning.
* At 7:45 PM CDT Monday the stage was 15.8 feet.
* Flood stage is 14.0 feet.
* Minor flooding is occurring and minor flooding is forecast.
* Recent Activity…The maximum river stage in the 24 hours ending
at 7:45 PM CDT Monday was 16.2 feet.
* Forecast…The river is expected to fall below flood stage early
Friday morning and continue falling to 9.5 feet next Monday
* Impact…At 14.0 feet, Minor flooding begins to agricultural areas
not protected by levees.
The post Flood Warning issued May 24 at 7:53PM CDT until May 28 at 7:00AM CDT by NWS Lincoln IL appeared first on WEEK.


Aug 17 2012
New Reservoir No.1 & Energy Recovery Project Set to Begin
For Immediate Release
17 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.
Phase 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.
Benefits of the project include:
For 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.


Linnvasselv is a 70MW hydro power project. It is located on Faxalven river/basin in Jamtland, Sweden. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. The project construction commenced in 1961 and subsequently entered into commercial operation in 1962. Buy the profile here.
Uniper and Holmen Energi are currently owning the project having ownership stake of 9.86% and 7.2% respectively.
Linnvasselv is a reservoir based project. The project generated 199 GWh of electricity.
The project construction commenced in 1961 and subsequently entered into commercial operation in 1962.
ATB FOD supplied electric generator(s) for the project. The generator capacity is 53.5 MVA.
For more details on Linnvasselv, buy the profile here.


Civil signs pact
KATHMANDU: Civil Bank has signed an agreement with Bungal Hydro Pvt Ltd for consortium financing.
The estimated cost for the construction of 10.70-megawatt project is about Rs 1.81 billion and around 75 per cent of the cost would be provided through consortium financing.
The project is located at Kafalseri and Pipalkot VDCs of Bajhang district. The promoters of this project have successfully completed hydropower project of 14.9 MW in Panchthar district.


Data and facts
- Project name:
- Samina pumped storage scheme, Liechtenstein
- Liechtensteinische Kraftwerke
- Contract value:
- 5.9 million EUR (as a part of a consortium)
- Construction period:
- 2011 - 2013
- Meisterbau - JÄGER - Hilti
Samina pumped storage scheme
Jäger 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.
The 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.


The present research introduces a model to find the best shape of a dam's spillway under climate change impacts, considering a benchmark problem (i.e., Ute Dam's labyrinth spillway in the Canadian River watershed, New Mexico, USA). A spillway design is based not only on historical data but also on the future hydrologic events. Climate variables were predicted for the years 2021–2050 based on three representative concentration pathway (RCP2.6, RCP4.5, and RCP8.5) scenarios of the general circulation model from the fifth phase of the coupled model intercomparison project (CMIP5) using the statistical downscaling model. Streamflow at the USGS 07226500 streamgage was simulated by a rainfall–runoff model with predicted data. Instantaneous peak flow was estimated using an empirical method. Flood frequency analysis was used for the estimation of the design flood. The shuffled frog-leaping algorithm (SFLA) is used to optimize a labyrinth spillway design and its results were compared with two other nature-inspired algorithms: invasive weed optimization (IWO) and cuckoo search (CS). The spillway was optimized once with the actual design flood (16,143 m3/s) and again with the design flood under climate change (12,250 m3/s). Results revealed that optimization with realistic design flood reduced the concrete volume of the spillway by 37% and under climate change by 43% using the SFLA.


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.
The lake, 20 miles north of Durango, is open for recreation and it will be stocked with rainbow trout next spring.
When 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.
The dam structure is owned by Parks and Wildlife and the reservoir is part of Haviland Lake State Wildlife Area.


- Flood Warning issued July 22 at 8:39PM CDT until July 24 at 3:24PM CDT by NWS
- Effective: 8:39 p.m. on Wednesday, July 22, 2015
- Expires: 3:24 p.m. on Friday, July 24, 2015
...The Flood Warning continues for the following rivers in
Grand River near Sumner affecting Livingston...Carroll...Chariton
and Linn Counties.
Missouri River At Miami affecting Carroll...Chariton and Saline
Missouri River at Glasgow affecting Chariton...Howard and Saline
Missouri River at Boonville affecting Cooper and Howard
Platte River At Sharps Station affecting Platte
Platte River near Platte City affecting Platte
Grand River near Brunswick affecting Carroll and Chariton
The Flood Warning continues for
The Missouri River at Boonville.
* until Friday afternoon.
* At 7:30 PM Wednesday the stage was 22.3 feet.
* Flood stage is 21.0 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Forecast...The river will continue to fall to below flood stage by
* At 21.0 feet...Low-lying rural areas along the river flood.
Location FS Stage Day/Time Forecast
Boonville 21 22.3 Wed 07 PM 22.1 early Thursday morning
- See more at NOAA


- Flood Warning issued May 19 at 1:57PM CDT until May 20 at 1:00PM CDT by NWS
- Effective: 1:57 p.m. on Tuesday, May 19, 2015
- Expires: 1 p.m. on Wednesday, May 20, 2015
...The Flood Warning continues for the following streams in Kansas...
Cottonwood River near Emporia affecting Lyon County
Neosho River Near Neosho Rapids affecting Coffey and Lyon Counties
The Flood Warning continues for
The Neosho River Near Neosho Rapids.
* until Wednesday afternoon.
* At 1:30 PM Tuesday the stage was 22.4 feet.
* Flood stage is 22.0 feet.
* Forecast...The river will continue to fall to below flood stage by
* Impact...At 22.0 feet...Low lying areas along the river flood.
- See more at NOAA


Village Creek Water Reclamation Facility Energy Improvements
- Council DistrictDistrict 5
- Project StatusOn Hold
- Project value15821425
This phase of the project will modify the methane gas system and make electrical improvements to allow the second turbine generator to operate full-time and allow the plant to export power during normal flow operations.


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Mobil Hydraulic Oil 10W shares a common formulation with Essolube Hydraulic Oil 10W.


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PJSC «Power machines» produced the hydraulic turbine impeller for the hydraulic unit (HU) No. 3 of the Rybinskaya HPP. Its delivery to the station is scheduled for August 2019.
The equipment was manufactured under the contract for the replacement of three units at Rybinskaya HPP, signed between the PJSC «Power machines» and RusHydro in 2015.
The new hydraulic equipment made by PJSC «Power machines» has improved technical and power characteristics and increased reliability. Using modern and innovative design methods the company’s designers, managed to increase capacity of each hydraulic turbine by 10 MW. In addition, the impellers have an environmentally safe design with oil-free bushings, which eliminates the possibility of oil entering the water.
PJSC «Power machines» obligations included: development, manufacture and supply of equipment for hydraulic turbines, hydro generators and auxiliary systems of hydraulic units, as well as their installation, testing and commissioning.
The first of the three updated hydraulic units (HU No. 1) was put into operation in March 2018. Currently, Power Machines is working on the replacement of HU No. 3, the launch of which is scheduled for the end of this year. HU No. 5 will be the last to be replaced.
The project completion date is September 2021. As a result of its implementation, the capacity of the Rybinskaya HPP will increase by 30 MW.


Krasnoyarsk region. Construction of the Boguchanskaya hydroelectric power station. Boguchanskoye reservoir, hydroelectric dam. The type of village to be demolished and flooded due to the construction of a hydroelectric power plant; set fire to wooden huts. View of a huge area with a cut forest. Driftwood jam on the river. Mowing grass in the river floodplain. Hay making. The head of the laboratory of biosphere research at the Academy of Sciences of the USSR F. Ya. Shipunov speaks (synchronously) about the violation of ecology, about the loss of productive land during the construction of hydroelectric power plants built without economic justification, about the unprofitability of some hydroelectric power plants built on the Volga River. Type of wind turbines.


Monsoon rains primarily supply the water for the Kaveri. Dams, such as the Krishna Raja Sagara Dam and Mettur Dam are built along the river. There are many dams on the tributaries too, such as the Banasura Sagar Dam project on a Kabini River tributary, stores water from monsoon periods and release the water during the dry months. Even during the months of February-May, the water levels are quite low, and in some channels and distributaries riverbeds become comparatively dry. Flow generally begins to amplify in June or July. In some years when rains are light, the low river point can be a reason of agricultural distress in areas that are dependent upon the Kaveri for irrigation.
The hydroelectric plant is built on the left Sivanasamudra Falls on the Kaveri in 1902 that was the first hydroelectric plant in Karnataka. The Krishna Raja Sagara Dam has a capacity of around 49 tmc ft and the Mettur Dam which creates Stanley Reservoir and has a power of 93.4 tmc ft.(thousand million cubic ft). In August 2003, the water inflow into reservoirs in Karnataka was at around 29 year low, with a 58% shortfall. Water stored in Krishna Raja Sagara dam was calculated to be only 4.6 tmc ft.


J.E. McAmis Wins Bonneville Dam Dredging Contract
J.E. McAmis, Inc. of Chico, California, recently won a rock removal and dredging project at Bonneville Dam, Skamania County, WA.
According to the U.S. Army Corps of Engineers, Portland District, the Bonneville Spillway Rock Removal and Forebay Dredging contract was awarded in the amount of $747,920.00.
The project includes the spillway rock removal, followed by the powerhouse forebay dredging.
In the same period a year ago, the contractor successfully completed another project at Bonneville Dam. J.E. McAmis worked upstream of the Powerhouse II, dredging in more than 80′ of water.
The focus of the project was to remove sediment and debris upstream of the powerhouse turbines.
The whole work, including dredging, was completed by late February, 2018.


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Hidropaute – Cardenillo Hydro Power Plant 595 MW – Azuay - Project Profile
"Hidropaute – Cardenillo Hydro Power Plant 595 MW – Azuay - 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.
The "Hidropaute – Cardenillo Hydro Power Plant 595 MW – Azuay - 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.
Hidropaute S/A, a state-owned company controlled by the Corporación Eléctrica del Ecuador (Celec), announced plans to construct the Cardenillo Hydro Power Plant project on the Paute river in Ecuador.
The project involves the construction of a hydroelectric power plant of 595MW on Paute river at Santiago basin, Ecuador. It includes the construction of the pressure conduction tunnel from the right bank, surge shaft, underground pressure pipe, a powerhouse in the cavern and restitution tunnel of 2,015m long and 7,14m in diameter. The detour for the construction of the diversion dam will be made through a tunnel in the left bank of 300m in length.
The project also includes the construction of an underground powerhouse, a switchyard, a substation and related infrastructure, and the installation of Pelton-type turbines, generators, and other equipment.
This project is the part of Complejo Hidroeléctrico Paute or Paute Hydroelectric Complex project. The Paute Sopladora Project is located downstream the Molino Central and will collect the turbine water flows of up to 150m³/s, directly from the two discharge tunnels of the Central Paute-Molino, and will drive to the underground powerhouse through a system of a tunnel of a pressure of 5.5km of length and pressure pipeline.
The project was announced by 2008, but due to environmental and financial reasons, the project has put on hold.
Celec signed a contract with a Consortium Poyry Caminosca Asociados to carry out studies for the project in December 2010. Celec unit Hidropaute had awarded twenty-two-month pre-feasibility studies and definitive design contract.
Consorcio China Gezhouba Group Company – FOPECA S.A (CGGC – Fopeca S.A.) was appointed as the development contractor for this project.
CCH (Consorcio Consultor Hidroaustral) formed by Caminosca S.A. (Ecuador) and Leme Engenharia Ltda. (Brazil) was appointed as the EPCIM contractor for this project.
In June 2017, feasibility studies have been completed and the project is waiting for approvals.
Cardenillo Hydro Power Plant project involves the construction of a dam, tunnel and hydro electric power plant on the Paute river at Santiago basin in Azuay province, Ecuador.
The US$1,000 million project includes the following:
1. Construction of a conduction tunnel of 800m long with 630m diameter
2. Construction of a restitution tunnel of 4,413m long with 7.14m diameter
3. Construction of a diversion dam with 15m height
4. Construction of surge shafts
5. Installation of underground pressure pipes of 400m with 5.4m diameter
6. Construction of an underground powerhouse
7. Construction of a substation
8. Installation of turbines
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Guanyinyan Jinsha is a 3,000MW hydro power project. It is located on Jinsha river/basin in Yunnan, China. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. Post completion of construction, the project got commissioned in 2014. Buy the profile here.
The project is developed and owned by Datang Guanyinyan Hydropower Development.
Guanyinyan Jinsha is a reservoir based project. The hydro reservoir capacity is 2,250 million cubic meter. The project generated 12,240 GWh of electricity. The project cost is $2,990.79m.
The project got commissioned in 2014.
The turbines for the hydro power project have been supplied by GE Renewable Energy and Harbin Electric Machinery.
The electric generators for the project were procured from GE Renewable Energy and Toshiba Energy Systems and Solutions.
For more details on Guanyinyan Jinsha, buy the profile here.
About Datang Guanyinyan Hydropower Development
Datang Guanyinyan Hydropower Development offers fossil fuel, power plants, construction engineering, and other services. The company is headquartered in China.


PLANS TO build Scotland's first large hydroelectric dam for 40 years were submitted to the Scottish Executive last month by energy company Scottish & Southern Energy.
The $120M, 1km long dam near Fort Augustus on the southern end of Loch Ness is designed to provide 150M units of electricity a year - enough to power 40,000 homes.
If given the go ahead, construction procurement for the dam under a design and build contract will start in the summer.
Scottish & Southern engineer Mike Seaton said conceptual designs, drawn up in consultation with environmental groups, were based on a rock fill dam with a 100m long reinforced roller compacted concrete spillway.
Rock is easily sourced in the area and will blend into the environment. The dam is expected to be up to 35m high.
Seaton said the hydroelectric dam would be one of Britain's most efficient because it will produce a large amount of energy using relatively small quantities of water.
The dam will be 600m above the main turbines which will be housed in an underground power station on the banks of Loch Ness. 'The drop will provide a large head, ' he said.
The project will include two 4m diameter tunnels running 17km through hard rock.
Seaton said: 'One tunnel will carry pressurised water to the power station and the other will help collect water to feed the reservoir from the hills.'
Scottish & Southern Energy hopes contractors will be on site in spring 2005 for completion by 2008.


Grande Dixence 2365m
The most powerful hydroelectric complexin Switzerland
Grande Dixence SA and its facilities:
The Grande Dixence complex (1951-1965) with a dam in the Val des Dix of a total storage capacity of 400 million m3 , submerging the original Dixence dam. A capacity of 50 million m3 belongs to Alpiq to store the waters granted to the company. The facility includes 2 production plants with a total power output of 680 MW and 4 pumping stations.
Alpiq and its facilities:
The first Dixence (1930-1935), a dam in the Val des Dix with a storage capacity of 50 million m3 the waters of which were turbined at the Chandoline power plant (150 MW). Cleuson (1947-1951), a dam built in addition to the previous facility, with a storage capacity of 20 million m3 , the waters of which are pumped to the Lac des Dix.
Complementary Cleuson-Dixence complex constructed by Grande Dixence SA and Alpiq:
With a view to increasing the power of their facilities, the companies Grande Dixence and Alpiq joined forces to build the Cleuson-Dixence complex (1993-1998) which includes a new plant, the Bieudron power plant (1200 MW).


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Surface Water Supply Project (SWSP)
To further support Houston’s transition from ground to surface water, the Surface Water Supply Project (SWSP) will serve as the conduit from the City’s expanded Northeast Water Purification Plant (NEWPP) to Lake Houston in one direction and the fast-growing Fort Bend County in the other. The SWSP will transport water from Lake Houston to the NEWPP and westward through a 39 mile-long, 8-foot-diameter pipeline and two large pump stations.
In contributing to this project that will provide long-term water supplies for west Harris County and north Fort Bend County, Mbroh is providing electrical and I&C design along the pipeline to the various pump stations. The team’s services include fiber optic network routing design along the pipeline, design and coordination of the electric utility service drop for meter stations, wide area network design at multiple locations, area lighting, and standby generator design.
Project transports water from Lake Houston to the NEWPP and westward through a 39 mile-long, 8-foot-diameter pipeline and two large pump stations
Mbroh provided area-wide fiber optic network design as well as engineering services during design


This set of Engineering Hydrology Multiple Choice Questions & Answers (MCQs) focuses on “Design Flood”.
1. What are the main criteria for deciding the design flood magnitude for designing a structure?
a) Cost and importance of structure
b) Economic development of area and cost
c) Importance of structure and economic development of area
d) Cost, importance of structure and economic development of area
Explanation: The type and importance of structure and the economic development of the surrounding area govern the selection of flood magnitude for design of these structures. For example, culverts are design for smaller floods, whereas dams require large design floods.
2. Which of the following is not true regarding spillway design flood?
a) Used for the design of a hydrologic structure
b) Maximum discharge that can be passed through a dam without damage
c) Used for the design of spillway of a dam
d) Maximum discharge that can be passed through a dam without affecting its stability
Explanation: A spillway is a hydrologic structure present near dams to help with the release of water. Spillway design flood is a quantity that is specially used for the design of spillways. It also signifies the maximum water that a structure can withstand without damage or instability.
3. What is the quantity that considers a severe combination of hydrometeorological factors but excludes very rare combinations?
a) Standard probable flood
b) Probable project flood
c) Mean flood
d) Standard project flood
Explanation: Standard project flood (SPF) is reasonably applicable to a region as it formulated from a possible combination of severe hydrometeorological conditions. However, it does not include extremely rare combinations of factors which are highly unlikely to occur in the region.
4. The failure of a hydrologic structure may result in loss of life and heavy damage to property and environment. Which of the following may be used to design such a structure?
a) Mean annual flood
b) Probable maximum flood
c) Standard project flood
d) Maximum project flood
Explanation: Probable maximum flood indicates the most extreme flood that is possible in a region, by considering the severe most and rare combinations of hydrological and meteorological factors. It is used in design of structures whose failure would lead to heavy damage and loss of life.
5. Which of the following is true regarding standard project flood?
a) It includes extremely rare hydrometeorological combinations
b) It is not physically possible in the region
c) It is used for structures whose failure causes minor loss or damage
d) It is larger than probable maximum flood
Explanation: Probable maximum flood is an extreme case flood which has the largest value and is used for structures whose failure causes catastrophic damage. Standard project flood is physically possible in the region and is used for design of structures whose failure causes less severe damage.
6. Let A be the standard project flood for a region and B be the probable maximum flood for the same region. If A = kB, what is the most suitable value of k?
Explanation: For a given catchment, it is generally considered that the standard project flood is 40-60% of the probable maximum flood. Therefore, a standard project flood value that is 45% of the probable maximum flood is the most likely option.
7. What is the capacity value by which storage structures are divided into separate categories for selecting the design flood, as per CWC?
a) 1 Mm3
b) 30 Mm3
c) 60 Mm3
d) 100 Mm3
Explanation: As per the CWC guidelines for selecting design floods, the storage structures are divided into two categories based on their storage capacity. Large dams of storage more than 60 Mm3 have different design flood as compared to dams with capacity less than 60 Mm3.
8. Maximum probable flood cannot be used as the design flood of a structure.
Explanation: The design flood is the value adopted for the design of a structure based on the hydrometeorological conditions and cost-benefit analysis of the project. The design flood may be spillway design flood, standard project flood or probable maximum flood.
9. A spillway is to be designed for a project with a storage capacity of 2 km3. What is the recommended design for this structure as per CWC?
a) Empirical formulae
b) Rational method
c) Standard project flood
d) Probable maximum flood
Explanation: Capacity of structure = 2 km3 = 2 x 109 m3 = 2000 x 106 m3 = 2000 Mm3 > 60 Mm3
As the structure has a capacity of more than 60 Mm3, it should be design using probable maximum flood which is determined from unit hydrograph and the probable maximum precipitation of the region.
10. A dam with a reservoir to store 80 billion litres of water is to be constructed. What is the recommended design flood to be used as per CWC? The precipitation data of the region is not available.
a) Probable maximum flood
b) Standard project flood
c) Flood with return period of 500 years
d) Flood with return period of 1000 years
Explanation: Storage capacity = 80 x 109 litres = 80 x 106 m3 = 80 Mm3 > 60 Mm3
The structure comes under major projects and requires the probable maximum flood. But since the precipitation data is not available, probable maximum flood is not applicable. Instead, flood frequency method should be used to find the flood with a return period of 1000 years.
Sanfoundry Global Education & Learning Series – Engineering Hydrology.
To practice all areas of Engineering Hydrology, here is complete set of 1000+ Multiple Choice Questions and Answers.
If you find a mistake in question / option / answer, kindly take a screenshot and email to [email protected]


|Prediction of Instantaneous Peak Streamflow using IF-DNN, Performing Connectivity Analysis with PTE|
|Civil Engineering/ Hydrology|
|water, drought, rainfall, runoff, sediment|
|data supplier about hydrology and meteorology,hidrologists|
|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.
For 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.
In 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.
In 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.|
|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.|


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Mini Hydro Electric Project, 2x0.70 MW on Nagavali River (4.5 Kms. downstream of Thotapalli Barrage). Near Pentlametta Village, Parvathipuram Mandal, Vizianagaram District, Andhra Pradesh StateThe proposed hydro electric power project is a run of the river project. The proposed site is near Pentlametta Village, Parvathipuram Mandal in Vizianagaram District and it is situated at a distance of about 4.5 Kms. from Thotapalli barrage and is about 3.5 Kms upstream of the existing 1.725 Mw Sardar Power Project. The power house is proposed 500m downstream of the proposed weir on the left bank. An intake regulator is proposed in line with the weir with an approach channel leading to the power house. The tail race is proposed to be joined back into the river 850 m downstream of the proposed weir. Two nos. horizontal tubular turbines are proposed, each with design discharge of 19.50 cumecs and rated head of 4.20 mtr. The rated plant discharge is 39.00 cumecs with rated plant power output of 1.40 MW.
The developer is M/s PVK Engineers Private Limited.


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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.


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The 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.


Guardiaregia - Italy
Ente Risorse Idriche del Molise (ERIM)
1969 - 2006
Description for Arcichiaro Multi-purpose Project (Italy)
Rockfill dam with bituminous facing (BFRd) with a reservoir for irrigation, industrial purposes, water supply and hydropower generation
- Catchment ( A = 21.8 km² )
- Reservoir ( V = 11.1 Mm³ )
- Bituminous Faced Rockfill dam ( H = 89.3 m, L_crest = 270 m, V = 1.2 Mm³, A_face = 136'000 m² )
- Concrete Weir ( H = 29 m, L_crest = 38.6 m, V = 16'000 m³ )
- Spillway ( L_tot = 85 m, Q = 447 m³/s )
- Penstock ( L = 3.2 km, D = 1.3 m )
- Power house ( L x W = 30 x 10 m, Q_turb = 2.3 m³/s, E = 9 GWh/y )
- Transmission line ( L = 5.5 km )
- Access road ( L = 3.1 Km, No. 2 bridges )
- Tunnel ( L = 1'000 m, H = 3.7 m, W = 4 m )
Anguilles Dam (Mauritius)
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Datos del Proyecto
Cliente: ACUAES (Aguas de las Cuencas de España, S.A.)
Localización: Badajoz | Spain
Estado: In operation
Área de Negocio: Integrated Projects (Environment)
Descripción del Proyecto
The project includes the construction of four new WWTPs with a flow of 2,400 m3/day for the population equivalent (PE) 15,500 inhabitants in the towns of Alvarado, Alcazaba, Novelda and Sagrajas Additionally, two new pumping stations, storm tanks and 5.8 km of s with diameters of between 800 and 1,000 mm.
These works will benefit more than eleven thousand households and consist of the construction of a new conventional drinking water treatment plant with a production of 300 liters per second (25,920 m3/day) and the construction of a pumping station at the plant outlet that will raise the water to storage tanks.
Financed with funds from the Nicaraguan Government through ENACAL and the Spanish Cooperation Fund for Water and Sanitation for Latin America and the Caribbean (FECASALC) and managed through the Inter-American Development Bank (IDB).


- Language Tips
The water level will be maintained at 175 meters for about two months and then be allowed to drop. In the future, the water level will be kept at between 145 meters and 175 meters, depending on flood control needs.
China Development Bank (CDB) will offer China Three Gorges Corporation (CTGC) more than $11 billion in financial support over the next five years, said the bank on Wednesday.
Water rose to the maximum level at the Three Gorges Dam on Tuesday, driving electricity output to capacity at the world's largest hydropower plant for the first time since it began operating two years ago, its operator said.
From the perspective of Yichang, the city where the hydroelectric project is located, the answer is clear: it has changed completely.
Questions linger about the effect on major lakes downstream
There is a load of tourists expected to come and get a look at the scenes around the Three Gorges Dam and business is already booming.
The water level at the Three Gorges Dam, the world's largest water control and utilization project, reached its designed full capacity mark Tuesday.
The waters behind the Three Gorges Dam, the world's largest hydro-electric project, are expected to reach their maximum level by the end of the month.


Sir Adam Beck 2 is a 1,499MW hydro power project. It is located on Niagara river/basin in Ontario, Canada. The project is currently active. It has been developed in single phase. Post completion of construction, the project got commissioned in 1954.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||1,499||1,499||–||Active||Ontario, Canada|
The project is currently owned by Ontario Power Generation with a stake of 100%.
The gross head of the project is 89m. The total number of penstocks, pipes or long channels that carry water down from the hydroelectric reservoir to the turbines inside the actual power station, are 16 in number. The penstock length is 150m. The penstock diameter is 5m. Sir Adam Beck 2 underwent through rehabilitation & modernization during 1996-2005.
The project got commissioned in 1954.
Andritz Hydro was selected as the turbine supplier for the hydro power project. The company provided 8 units of francis turbines.
The electric generators for the project were procured from Andritz Hydro and Voith Hydro Holding.
All power projects included in this report are drawn from GlobalData’s Power Intelligence Center. The information regarding the project parameters is sourced through secondary information sources such as electric utilities, equipment manufacturers, developers, project proponent’s – news, deals and financial reporting, regulatory body, associations, government planning reports and publications. Wherever needed the information is further validated through primary from various stakeholders across the power value chain and professionals from leading players within the power sector.


Giurgiu - Romania
Sili-Salcost for the S. R. Romania “Agricultural Advisory Board“
1968 - 1969
Description for Giurgiu Ramiresti (Romania)
Irrigation scheme with water from the Danube and irrigated area of 155'000 ha.
- Pumping stations (N°26, Q = 64.5 m³/s)
- D > 800 mm, L = 125 km
- D < 800 mm ≥ 400 mm, L = 642 km
- D < 400 mm, L = 5.4 km
The scope of the assignment is the rehabilitation of the existing Hermitage...
Batoka Gorge (Zambia)
Trans-boundary hydropower plant of 1'600 MW, equally shared among Zambia...
Gibe II (Ethiopia)
Gibe II is the second stage of the Gibe-Omo hydroelectric cascade which...
Namakhvani Cascade (Georgia)
Namakhvani HPP Cascade, includes the construction of three hydropower schemes...
Millennium Park (Nigeria)
Design of hydraulic works, water supply and irrigation system, reservoir and...
Bumbuna (Sierra Leone)
This is one of our pet projects that we have...
Refurbishment of the Uvini hydropower plant.
Lusaka project including domestic water supply pipeline for the city of...
Bagré (Burkina Faso)
Bagré multipurpose scheme was built in 1993 and is located along Nakambé...


Ridgeland Sewage Treatment Plant Replacement Project
Ridgeland, Island Creek Township
Design 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.


Upper Atbara and Setit Dam Complex
The Upper Atbara and Setit Dam Complex is a twin dam complex comprising Rumela Dam on the Upper Atbarah River and Burdana Dam on the Setit (Tekezé) River in eastern Sudan. The site of the twin dam is located about 20 kilometres (12 mi) upstream from the junction of the Atbarah and Setit rivers and about 80 kilometres (50 mi) south of the Khashm el-Girba Dam. Construction began in 2011 was expected to be completed by March 2016. The 320 MW dam was inaugurated by President Omar al-Bashir in February 2017, with final stages completed later that year.
|Upper Atbara and Setit Dam Complex|
|Construction cost||US$ 1.9 billion|
|Dam and spillways|
|Impounds||Atbarah River/Setit River|
|Height||Rumela: 55 m (180 ft)|
Burdana: 50 m (164 ft)
|Length||13 km (8.1 mi)|
|Spillway capacity||Rumela: 4,900 m3/s (170,000 cu ft/s)|
Burdana: 9,400 m3/s (331,958 cu ft/s)
|Total capacity||2,700×106 m3 (2,200,000 acre⋅ft)|
|Normal elevation||517.5 m (1,698 ft)|
|Turbines||Rumela: 3 x 40 MW (54,000 hp) Francis-type|
Burdana: 3 x 5 MW bulb
|Installed capacity||135 MW (181,000 hp)|
|Annual generation||380 GWh (1,400 TJ) annually (est.)|
Rumela Dam on the Atbarah is 55 metres (180 ft) tall and Burdana Dam on the Setit is 50 metres (160 ft) in height. The two dams are connected and have a total length of 13 kilometres (8.1 mi). The twin dam complex has a joined reservoir with a storage capacity of about 2.7 billion cubic metres (2,200,000 acre⋅ft) of water. The maximum filling level is 517.5 metres (1,698 ft) above sea level. The project includes the construction of hydropower stations on both Rumela and Burdana dams with a total installed capacity of 135 MW, which was designed to be capable of producing 380 gigawatt-hours (1,400 TJ) per year.
The project was announced in April 2010 with the aims of supporting the development of eastern Sudan by providing irrigation for local agriculture, supplying potable water, and power generation. The project also aimed to increase agriculture production in the New Halfa area of Kassala currently irrigated by the Khashm el-Girba Dam, and the development of new land consisting of 150,000 hectares (370,000 acres) in Upper Atbara. Additionally, the dams are expected to provide flood-protection measures along the river banks by regulating the river flow in the project area.
The total cost of the dam complex is estimated at $1.9 billion, of which $838 million for the construction of the dams is from the China Three Gorges Corporation (CTG) and its overseas project-contracting subsidiary, China International Water & Electric Corporation (CWE).
In addition to the project implementation costs are hydroelectric and electric costs, technical and consultancy service costs, land-owning and population resettlement costs, and project implementation management and supervision costs by Sudan's Dams Implementation Unit (DIU). The consultant for the project is the French company Sogreah, which also designed and supervised the implementation of the Khashm el-Girba Dam during the 1960s. The Rumela and Burdana dam designs were revised by the German Company Lahmeyer International, the same company that allegedly revised and supervised the design of the controversial Merowe Dam.
Archaeological surveys were undertaken in the area to be flooded by the National Corporation for Antiquities and Museums during the summer of 2011.
- "Upper Atbara - Dam complex" (PDF). Sogreah Consultants. Retrieved 8 February 2013.
- "Twin Dam in Eastern Sudan: Rumela Dam on Upper Atbara and Burdana Dam on Setit". Preserve the Middle Nile. 24 April 2012. Retrieved 8 February 2013.
- Gregory B. Poindexter (2 February 2017). "Sudan inaugurates US$1.9 billion Upper Atbara and Setit Dam hydropower project". HydroWorld. Retrieved 4 November 2018.
- Preserve the Middle Nile blog:


National Program for Inspection of Non-Federal Dams, Fitch Reservoir Dam (NH 00142), Connecticut River Basin, Claremont, New Hampshire. Phase I Inspection Report.
CORPS OF ENGINEERS WALTHAM MA NEW ENGLAND DIV
Pagination or Media Count:
The dam is an earth embankment, about 300 ft. long and 40 ft. high, with a 6 ft. wide channel spillway. Lives in the houses would be threatened by a dam failure. It is intermediate in size with a high hazard category. The test flood for the dam is the PMF. The dam is in fair condition at the present time. Further investigations are recommended to evaluate the adequacy of the spillway and the stability of the downstream slope. Author
- Civil Engineering


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.
Speaking 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.
“Even though the project is facing financial challenges, we are determined to find the resources to complete the construction of the dam.”
Sod 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.
The project awarded to China Power International group was scheduled for completion four years after the sod cutting.
The 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.
But 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.
Last week, peasant farmers in the Northern part of the country demonstrated over the delay in the construction of the dam.


The 2.400MW Ituango hydroelectric project will be the largest hydropower plant in Colombia. The plant is being built on the banks of Cauca River. The project is located in the northwestern region of Antioquia, about 170km north of the Colombian city of Medellin.
The project is a part of the initiative undertaken to exploit the hydroelectric potential of the Cauca River in its middle stretch.
The first stage of commercial operation of the plant is expected to begin in 2018 and the second stage in 2022. Upon its completion, the project is expected to generate 13.900GWh each year, accounting for about 13% of Colombia’s total installed power capacity.
Sisgeo Latinoamerica carried out the supervision to installation at the instrumentation of the dam body; they also supply and install geotechnical monitoring instrumentation for the diversion tunnel.


Upgrade on QLD dam to commence soon
By Emma Corke on 07 February 2019
Sunshine 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.
Included 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.
The upgrade aims to improve safety to continue operating well into the future and bring the dam in line with modern engineering design standards.


CIVIL 7th sem Design of Hydraulic Structure Syllabus RGTU/RGPV CE 701 Design of Hydraulic Structure Syllabus
Course: CE701 Design of Hydraulic Structure
Unit - I Gravity dams: Design Criteria, forces acting on gravity dams, elementary profile, low and high gravity dams, stability analysis, evaluation of profile by method of zoning, practical profile, foundation treatment, construction joints, galleries in gravity dams.
Earth Dams: Types, causes of failure and design criteria, soils suitable for earth dam construction, construction methods, foundation requirements, typical earth dam sections, estimation of seepage through and below the dam, seepage control, stability of slopes by slip circle method of analysis, pore pressures, sudden draw down, steady seepage and construction pore pressure condition.
Rock fill dams: Types, merits and demerits, conditions favourable for their adoption.
Unit - III Spillways : Ogee spillway and its design, details of syphon, shaft, chute and side channel spillways, emergency spillways.
1. Engineering for Dams (Volumes I, II & III) by Creager, Justin & Hinds
2. Hydroelectric Hand Book by Creager
3. Hydraulic Structures by Varshney
4. Irrigation & Water Power Engg. by Punmia & Pandey
5. Water Power Engineering by Dandekar


Murphree Water Treatment Plant Thickening and Auxiliary Power Project
The Project was constructed at the 44-MGD Murphree Water Treatment Plant in Gainesville, Florida. The work included the expansion of the existing chemical building with structural modifications. The work included the construction of a new lime sludge gravity thickener and a new thickened lime sludge pump station. The project also included providing auxiliary power to all motor control centers and other electrical upgrades, and modifications to the plant SCADA system.


The measuring instruments are designed for use in filled systems with water or emulsion. Depending on the design or application, the measuring instruments can be designed for system pressures up to 400 bar.
For flow measurement of oil, we designed the instrument-series SMALL-Ex® ViscoFlow.
The volume flow measuring instruments can be optionally equipped with a self-illuminated display. For versions with integrated pressure or temperature measurement, up to 3 displays are installed.
For a better opportunity to use, the measuring instrument can be designed with a stepped sensor. The sensor is in a separate housing and is connected with a cable to the evaluating unit, which can be equipped with a display.
In the volume flow measuring instruments SMALL-Ex®, the measured liquid medium flows through a defined housing bore and sets the turbine in motion. The turbine is equipped with five sealed magnets. These magnetic fields are reported by an inductive, non-contact sensor to the electronics and evaluated there. The flow direction is not relevant for these volume flow measuring instruments.
Various mechanical connections are available, such as different threads, staple lock, flange, Victaulic-system or SAE-flange. Due to the construction of the nominal widths DN20 to DN32, several instruments of this size can be mounted together to build a unit.


Teefly Lake, west Missouri
Teefly Lake is on a tributary of West Bear Creek in Johnson County, Missouri and is used for recreation purposes. Construction was completed in 1800. At normal levels it has a surface area of 4 acres. It is owned by J Teefly.
Teefly Lake Dam is of earthen construction. Its height is 30 feet Its capacity is 64 acre feet. Normal storage is 40 acre feet. It drains an area of 35 square miles.
Lakes, Dams, and Recreational Facilities Near Teefly LakeTeller Lake Futurama Lake Hickory Hills Lake Lions Lake Pertle Springs Dam Easterwood Lake Kallstrom Lake Glazebrooks Lake Ken-mar Acres Lake Sexton Lake Tackett Lake Warrensburg Country Club Lake Hunter,roberts Lake Kranz Lake Hall Lake Clear Fork Lake Hamilton Lake Stropes Lake Wilson Lake Lake Buteo Skyhaven Lake South Lake Campbell Lake Shumate Lake Foster Lake Foffel Lake Shirley Lake Young Lake Green Lake South Fork-blackwater F-1 S. Fk. Blackwater Watershed F-3 S.Fk Blackwater River Dam Lt-67 Netsch Lake Windsor Lake S.Fk.Blackwater River Dam F- 1 S.Fk.Blackwater River Dam F- 3 So Fk Blackwater Riv Wtsd Dam F-2 Williams Lake Barber Lake Reynolds Lake
Bookmark this lake location.
Find other west Missouri area lakes and vacation ideas or return to the home page.
Other AreasClick the map to see lakes in other parts of the country.


Two Stage Hydraulic Power Pack
Two stage hydraulic power pack with 220 litre capacity.
Rexroth Variable Axial Piston Pump
Rexroth Variable Axial Piston Pump, complete with 7.5Kw WEG Electric Motor.
60hp Electric Powered, Hydraulic Power-pack With 820Litre Oil Tank
This Power pack was made up by Tracgrip Hydraulics in Palmerston North. Powered by a 45kw/60hp 3phase electric motor with a Sperry Vickers duel hydraulic vain pump.
45kw WEG Motor and Vickers Hydraulic Pump Set-up
This power pack of a 45kw WEG motor and Vickers pump would be lucky if it was used for a month, so in near new condition.


Government includes Kalabagh Dam project in Master Plan
ISLAMABAD (92 News) – The government has included the Kalabagh Dam project in its Master Plan.
The KBD project is at No. 18 in the future Master Plan presented in the National Assembly.
The construction of the project will be started after the government’s decision on it.


Kyogoku Hydroelectric Power Station
|Orderer||Hokkaido Electric Power Co., Inc.|
|Structure and scale||Flood way tunnel: finish cross-section: 32m², total length=2,483m (excavation cross-section 46m²); concrete (building frame) construction: 3,200m³; earthwork: 80,000m³, cutting volume 300,000m³|
|Application||Hydroelectric power station|
Kyogoku Hydroelectric Power Station is a pure water pumping-type power station that generates a maximum output of 600 thousand kW (200 thousand kw x 3 units) using a gross head of approximately 400m between a pool-type upper regulating reservoir on a plateau in northern Kyogoku Town, Abuta County, Hokkaido and the Kyogoku Dam (lower regulating reservoir) on the upstream of the Pepenai River of the Shiribetsugawa River that flows through Kyogoku Town. Kumagai Gumi was responsible for the flood way tunnel, flood way, draft tunnel, pressure-control tank, etc., for this project.


Electric Motor Diesel Engine Hydraulic Trailer Concrete Pump
Trailer Concrete Pump - Perfect Pumping Machine With ...
Hot-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
Concrete Pump Trailer - Concrete Pump, Concrete Mixer Pump
our 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
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Diesel Concrete Trailer Pump
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.Learn More
Small Hydraulic Trailer Concrete Pump With Electric Motor ...
Small 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
Diesel Concrete Pump,Diesel Trailer Concrete Pump
Diesel 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
Diesel Concrete Pump - Concrete Pump with Diesel Engine
Main 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
Mobile Concrete Pump - High Efficiency and Portable Movement
Mobile 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
Concrete Pump - AIMIX Electric And Diesel Concrete Pumps for Sale
The 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
Diesel and Electric Concrete Pump for Sale - Various Engines ...
Main 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


Cherry Township Supervisors retained Professional Design Services from Larson Design Group to complete the replacement of the existing structure on Nichols Road. This project included the preliminary and final design of the replacement structure and construction administration and observation of the replacement structure.
The proposed structure consisted of a single cell, aluminum structural plate arch culvert with aluminum wingwalls. The proposed culvert opening was 7′-6” high x 18′ wide and conveyed the 25-year design storm and 100-year risk assessment. The arch is founded on reinforced concrete strip footings 6’ below streambed. The project also included widening of the approach roadway to 16’ with improvements to the existing parallel ditches and the installation of guide rail.


Rainbank with Davey HM60-08 Self priming Multi stage pump (KRB3-HM60-08)
$2,067.00Including GST. Item price only, does not include installation.
Available in-store only
About the KRB3-HM60-08
Davey pump Rainbank with Davey pump HM60-08 Self priming Multi stage pump Stainless Steel body surface mounted used for Rain water harvesting on homes with mains supply automatically switches between mains and tank supply
|Max Flow||90 lpm|


The proposed 660 MW Kishau dam hydro-electric and irrigation project to be built jointly by Himachal Pradesh and Uttrakhand was approved by the Centre. The two states will build this project on Tons, a major tributary of Yamuna river. The project has already been declared a national project, and will cost Rs 10,500 crore. At least 90 per cent of the funding will be from the Centre as grant.
Jha ye dam bnna h m wha ka niwasi hu yha k log toh jameen dene ko teyar ni h yha project k virodh m log toh kya yha project bnega.


Instead of a built-in contactor, an optional AquaTronic unit can be used, which compensates for incorrect phase order and this ensures correct motor rotation. Sulzer says like all its submersible dewatering pumps, the new X pump range offers an economical and reliable option for dewatering applications. Whether working in mining, tunneling or construction, the pumps are said to be a valuable insurance against water-related downtime. Sulzer offers solutions for different applications within the mining and construction markets. The new pumps are equipped with high-efficiency electric motors rated 11.8 kW for 50 Hz markets and 13.5 for 60 Hz markets. The high-efficiency motor and new hydraulics are combined with low-friction bearings to reduce power losses. As a result, Sulzer says the total energy costs are low and the carbon footprint is minimized. The submersible drainage pump XJ 110 is suitable for pumping water and dirty water mixed with light abrasives. The submersible drainage center-line pump XJC 110 with slim design is perfect for applications with limited installation space. The submersible sludge pump XJS 110 is made for pumping dirty water and water mixed with solids.


vertical, mixed-flow, suction
LKT mixed-flow submersible pump is constructed in vertical layout with single suction fitting. It is engineered with a solitary platform and a submersible motor engine. The assembly incorporates a shaft seal that is composed by a dual mechanical capping. It obtains optimal workload capacity of 2,270 m³/h, and approximates 20 m head size. This device works under 7 bar maximum pressure rating, and 40 ºC temperature.


A flood control project and site improvements are now complete. DASNY supervised the project and administered funding through a grant from GOSR.
The stream bed was reconfigured to hold more water, with a new flood wall and concrete bridge supports.
Access to the 1749 house from the parking lot has been improved with paved sidewalks, and you'll also notice some new trees. Visitors are expected to be welcomed back to the site in the spring.


Jung Pumpen US73ES and US103ES Submersible Drainage Pumps
The Jung Pumpen US73ES and US103ES submersible drainage pumps are ideal for pumping contaminated water and capable of handling solids up to 30mm and 40mm particle size (without stones).
These style of pumps are ideal for both permanent and portable installations.
Pumps can be run dry for short periods due to the encapsulated oil chamber.
SiC mechanical seal independent of rotation direction
Cable inlets are encapsulated in resin to prevent wicking of moisture.
Supplied with 10m of power cable
N.B. Must not be used for pumping sewage from toilets and urinals.
US73ES - Maximum head 9.5m – maximum flow 19m3/h – 30mm free passage
US103ES - Maximum head 12m maximum flow 28m3/h - 40mm free passage
Free passage of 30mm to 40mm ensures reliable pumping of heavily polluted waste water (with no stones).
Excellent build quality made in Germany.
There are a wide range of accessories available such as alarm systems, swing type check valves and specially designed guide rails for permanent installations making the US73ES maintenance friendly.
buy online with DealsPolo.com


Cdl Vertical Stainless Steel Centrifugal Pump
CDL/CDLF is a kind of vertical non-self priming multistage centrifugal pump, which is driven by standard electric motor. The motor output shaft directly connects with the pump shaft through a coupling. The pressure-resistant cylinder and flow passage components are fixed between pump head and inlet & outlet section with stay bolts. The inlet and outlet are located at the pump bottom at the same plane. This kind of pump can be equipped with and intelligent protector to effectively prevent it from dry-running, out-of-phase and overload.
A. Full-enclosed air-blast two pole standard motor
B. Protection class: IP55
C. Insulation class: F
D. Standard voltage:
50 Hz: 1× 220-230/240V;


Norcan Hydraulic Turbine Inc., in partnership with Zhejiang Jinlun Electromechanic Co. Ltd., has been awarded a 4.2 MW water-to-wire supply contract by Edmundston Energy for the Madawaska Hydrodam Modernization project in Emundston. The contract announcement was made during HydroVision International 2010 in Charlotte, N.C.
The turbine design will be provided by Norcan, and the equipment will be manufactured by Zhejiang Jinlun. Norcan has also been contracted to install and commission the generating equipment, to be completed in 2011.
Engineering and construction management on the project for Edmundston Energy is by Hatch.
For more hydropower news and information, click here


Glorenza is a 105MW hydro power project. It is located on Adige river/basin in Trentino-Alto Adige, Italy. The project is currently active. It has been developed in single phase. Post completion of construction, the project got commissioned in 1949.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||105||105||–||Active||Trentino-Alto Adige, Italy|
The project is currently owned by Alperia Vipower.
The hydro reservoir capacity is 116 million cubic meter. The gross head and net head of the project are 586.2m and 32.5m respectively. The total number of penstocks, pipes or long channels that carry water down from the hydroelectric reservoir to the turbines inside the actual power station, are 1 in number. The penstock length is 1,075m. The penstock diameter is 2.6m. The project generated 248.74 GWh of electricity.
The project got commissioned in 1949.
Andritz Hydro was selected as the turbine supplier for the hydro power project. The company provided 4 units of pelton turbines.
The electric generators for the project were procured from Ansaldo Energia and Ercole Marelli Power.
All power projects included in this report are drawn from GlobalData’s Power Intelligence Center. The information regarding the project parameters is sourced through secondary information sources such as electric utilities, equipment manufacturers, developers, project proponent’s – news, deals and financial reporting, regulatory body, associations, government planning reports and publications. Wherever needed the information is further validated through primary from various stakeholders across the power value chain and professionals from leading players within the power sector.


Country and language selection
Close-coupled volute casing pump for horizontal or vertical installation, with various next-generation impeller types, discharge flange to DIN and ANSI standards. Explosion-proof version available.
- Variable hydraulic system: the right impeller with optimum efficiency for every fluid. High operating reliability due to wide free passages.
- Double mechanical seal in tandem arrangement with fluid reservoir makes for high operating reliability.
- Low maintenance thanks to grease-packed rolling element bearings
- Connection typeFlange
- Drive conceptWith electric actuator
- Max. flow rate830 m3/h
- Min. flow rate10 m3/h
- Max. head80 m
- Min. head2 m
- Mains frequency50 Hz, 60 Hz
- Mains voltage400 V, 480 V
- Casing materialEN-GJL-250
- Nominal pressurePN 16
- Max. allowed working pressure10 bar
- Suction behaviourNon-self-priming
- Max. allowed fluid temperature70 °C
- Min. allowed fluid temperature2 °C
- Brazilian Portuguese


Acerenza - Italy
Salini Costruttori S.p.A. on behalf of Apulia and Lucania Land Reclamation and Irrigation Authority - Bari
1976 - 1988
Description for Acerenza (Italy)
Water storage plant for irrigation purposes with a reservoir capacity of 42 Mm³.
- Reservoir (V = 42 Mm³)
- Earthfill dam with impervious core (H = 60.5 m, L_crest = 744 m, V = 3.3 Mm³)
- Spillway (Q = 548 m³/s)
- Auxiliary spillway (Q = 252 m³/s)
- Ancillary works
Hydroelectric project on the Victoria Nile River within an installed power of...
Roma Est (Italy)
Sewage treatment plant for domestic and industrial waste water.
Giurgiu Ramiresti (Romania)
Irrigation scheme with water from the Danube and irrigated area of 155'000...
La Gogue (Seychelles)
The scope of the assignment is the rehabilitation and upgrade of the existing...
NAO (Sierra Leone)
Restore of the MV and LV distribution system in the two towns of Makeni and...
Lufubu Cascade (Zambia)
LUFUBU HPP Cascade envisages the construction of three hydropower plants on...
Alto Temo (Italy)
Water storage plant for irrigation purposes with a capacity of 90 Mm³
Kalivac Hydropower Plant has 108 MW of installed power.
Montedoglio dam has suffered some damages at the spillway and dam body due to...


The Flood Warning continues for
the Wabash River at Terre Haute.
* Until Saturday June 03.
* At 11:00 am Saturday the stage was 16.9 feet.
* Flood stage is 14.0 feet.
* Minor flooding is occurring and minor flooding is forecast.
* Forecast... the river will continue to fall to below flood stage by
Friday early afternoon.
* At 17.0 feet... water begins to rise in the Izaak Walton Lake. Sheet
flowing water begins in the wetland project between U.S. 40 and
I-70, and during a prolonged flood event project fills about 75
Lat... Lon 3960 8736 3943 8740 3930 8757 3932 8763
3945 8747 3960 8741
Severe Weather Get Mobile & Email Alerts
Clark Severe Watches & Warnings NOAA Weather Radio
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Issued: 11:42 AM EDT May. 27, 2017 – National Weather Service