Seymourville Drainage Improvements
Forte and Tablada, Inc provided topographic survey, preliminary and final drawings and specifications, construction inspection, a hydrologic and hydraulic study, and permitting for drainage improvements. The design replaced the CMP culverts at Plaza Drive to improve the capacity of the existing system. The corrugated metal pipe replaced with box culverts and the canal between Plaza Drive and Tenant Road was lined with concrete to increase drainage capacity. This project was funded by the Hazard Mitigation Grant Program.
Similar Projects See All
Fort Jackson Historic Site Fort Jackson is a decommissioned masonry fort located approximately 70 miles south of New Orleans on the western bank of the Mississippi River near...
Walker Treatment Plant Generator The scope of this project provided for the entire site at the main wastewater treatment plant in Walker, Louisiana. This generator provided the required...


Nominal capacity 3.52 MW
Equipment type 3 Francis type horizontal turbines
Head 59.0 m
Generating flow 7.4 m³/s
River basin Paraguay river (sub-basin of Plata River)
Location Mato Grosso, Brazil
The power plant is located 107 kilometers from Cuiabá on the Casca River. A one kilometer long open channel connects the main water intake (concrete weir) set on the Casca River to the forebay and two steel penstocks feed the powerhouse. A 3.8 kilometer long channel connects the main water intake with the Ponte Alta River, which helps to keep a constant flow thoughout the drought period. The powerhouse hosts two 0.72 MW and one 2.08 MW Francis turbines. Two of the generating sets were installed in 1954 and the last one in 1960.
The most recent power plant -Casca III- is located downstream from Casca II.


KATHMANDU, July 3:
The government has provided power production license to additional two hydroelectricity projects.
The Department of Electricity Development under the Ministry of Energy provided the power production license to Mayakhola Hydropower Project (15 MW) of Sankhuwasabha district. It is targeted to be completed within the next four years. The estimated cost for the construction of the project is three billion rupees.
Similarly, the government issued license to the Dwarikhola Hydropower Project (4 MW) of Doti district. The Bhugol Energy Development Company has been awarded the contract to construct the project. The estimated cost of this project is Rs. 800 million.
The Department provided license to different 94 power projects so far and as much as 2,440 MW power could be produced from these projects.
Source : RSS


Low level High Power Submersible pump.
High performance standard asynchronous motor with new design, and energy saving upto 50% than before
Water garden, circulate water in rockery, supply and discharge water in swimming pool
After drawing water, it just leaves 12mm level, which can be drained completely
Arpita Singh (verified owner) –


SEB – Metjawah Hydroelectric Power Plant 300 MW – Sarawak - Project Profile
"SEB – Metjawah Hydroelectric Power Plant 300 MW – Sarawak - 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 "SEB – Metjawah Hydroelectric Power Plant 300 MW – Sarawak - 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.
Sarawak Energy Berhad (SEB) is planning to construct the Metjawah Hydroelectric Power Plant project in Sarawak, Malaysia.
The project involves the construction of a hydroelectric power plant with a capacity of 300MW.
The project includes the construction of a dam, spillway, a 10m high concrete weir, power house, substations, head race and tail race tunnels, shafts, access roads and the installation of gates, turbines, generators, transformers and dam controlling system and the laying of transmission line.
In 2008, Sarawak government appointed Entura to undertake the feasibility studies for the project.
In July 2008, Entura initiated the technical and financial feasibility study for the project and completed in August 2009.
Planning activities are underway.
The project involves the construction of a 300MW hydroelectric power plant on the Rajang River Basin in Sarawak, Malaysia.
The US$500 million project includes the following:
1. Construction of a dam of 10m high
2. Construction of substation
3. Construction of spillway
4. Construction of headrace and tail race tunnels
5. Construction of shafts
6. Construction of access roads
7. Construction of powerhouse
8. Installation of dam controlling system
9. Installation of gates
Reasons To Buy
Learn how to effectively navigate the market research process to help guide your organization on the journey to success.Download eBook


According to the details, work on Diamer Bhasha Dam has started after four decades. All the propaganda of the enemy against Diamer Bhasha Dam has failed. Sixteen thousand five hundred people will get employment from the dam and four thousand five hundred megawatts of electricity will be obtained.
With the construction of Diamer-Bhasha Dam, more than 1.2 million acres of land will be cultivated, making it possible to cultivate most of the land in Sindh. The construction of Bhasha Dam will extend the term of Tarbela Dam by 35 years.
Besides, many cities of the country will be saved from floods. China has also rejected Indian objections regarding the construction of Diamer-Bhasha Dam.
It may be recalled that last week WAPDA awarded the contract for the construction of Diya Mar Bhasha Dam project.
Diamer Bhasha Dam Contract Award Ceremony Held In Islamabad
At the ceremony, WAPDA awarded a joint venture comprising Contract Power China and FWO for the construction of Diamer-Bhasha Dam project. The contract is worth Rs.
Contract award for construction of Diamer-Bhasha Dam project marks the beginning of a new chapter in Pak-China friendly relations.
Addressing the function in this regard, Federal Minister Faisal Wawda said that today is a big day in the history of the country.


Elevated Water Tank for Village of Rosedale
Forte and Tablada, Inc. was responsible for the engineering design, topographic survey, and construction observation for the construction of a 250,000-gallon elevated water storage tank. The project also included painting of the tank. This project was funded through the Community Development Block Grant (CDBG) program.
Similar Projects See All
City of Central Sidewalks Forte and Tablada, Inc. provided topographic surveying, engineering construction plans, and construction observation for the construction of sidewalks on the east side of Sullivan...
Twelve Mile Bayou’s Pump Station Improvements Forte and Tablada’s Shreveport office was responsible for the pre-design study, topographic surveys, preliminary plans, and final plans of this project. Advanced Measurements and...


Mini Flow Sensor FS300A is one kinf of mirco water flow sensor, high performance, low cost, long lifespan, which can be used for Gas water heater, Water vending machine, Drinking water purification, Reverse osmosis (RO) system, Household water heating system, Solar Water Heating system. etc
Flow Sensor: FS300A ( G 3/4inch )
Working Voltage: DC4.5V-DC24V
Working pressure: 0-1.2Mpa
Flow range: 1-60L/Min
Medium: Water or any other liquids
Related flow sensor FS200A 1/2", FS200B 1/2", FS300A 3/4", FS400A 1" size.
- Beijing Huamai New Technology Co., Ltd.
- Audited Supplier
- Beijing, China
- Business Type: Trading Company
- Main Products: Vortex Flow Meter, Swirl Flowmeter, Ultrasonic Level Meter, Pressure Transmitter, Elestromagnetic Flow Meter, Ultrasonic Flow Meter, Ultrasonic Level Transmitter, Digital Flow Meter, Downhole Flow Meter, Water Flow Sensor
- OEM/ODM Service: Yes


Motor power P1
G 2½ M
Motor power P2
Permanent or transportable. Model with float switch control for automatic pump operation, depending on liquid level in the sump.
Pump housing (Aluminium rubberized) Suction sieve, elbow, motor bearing housing, motor housing, motor housing cover (Aluminium) Impeller, bottom plate (Cast iron GG 25/EN-GJL-250) Rotor shaft, screws (Stainless steel) Mechanical seals (Silicon-carbide, Carbongraphite/chromesteel) Seal kit (Perbonane)
Clear water or drainage water with abrasive (eg. sand) solids. Max. liquid temperature: 40° C, short term up to 60° C.
Fully submersible, pressure tight electric motor, oil-filled. Insulation class H. Degree of protection IP 68. Cable connection chamber totally isolated from motor housing.
Impeller of the H125 series.
For optimum adaptation to the pump medium and operating conditions.
OPEN MULTI-CHANNEL IMPELLER
For dirty and muddy media with solids.


The MRC is charged with prosecuting the comprehensive river management program known as the Mississippi River and Tributaries (MR&T) project, which was authorized through the Flood Control Act of 1928. The four major elements of the MR&T project are:
- Levees for containing flood flows;
- Floodways for the passage of excess flows past critical reaches of the Mississippi River;
- Channel improvement and stabilization to provide an efficient and reliable navigation channel, increase the flood-carrying capacity of the river, and protect the levee system;
- Tributary basin improvements for major drainage basins to include dams and reservoirs, pumping plants, auxiliary channels and pumping stations.
The MR&T project is the largest flood control project in the world, providing protection to the 36,000 square-mile lower Mississippi valley. The flood control features of the project are designed to control the “project flood’—the largest flood reasonable expected to occur. The MRC developed the present project flood in 1956 after a complete review of the adequacy of the MR&T project. The project flood is larger than the record flood of 1927. At Cairo, Illinois, the project flood is estimated at 2,360,000 cubic feet per second (cfs). The project flood is 11 percent greater than the 1927 flood at the mouth of the Arkansas River and 29 percent greater at the latitude of Red River Landing, amounting to 3,030,000 cfs at the latter location about 60 miles below Natchez, Mississippi.
The navigation features of the MR&T project seek to facilitate navigation and promote commerce on the nation’s most vital commercial artery. Waterborne commerce on the Mississippi River increased from 30 million tons in 1940 to nearly 500 million tons today. This heavy commercial traffic includes grains, coal and coke, petroleum products, sand and gravel, salt, sulphur and chemicals, and building materials among others. In addition, many pleasure craft from all parts of the country now use the Mississippi River for vacation and travel.
The MR&T project represents one of mankind’s most successful civil works projects and one of the wisest investments. Since the initiation of the MR&T project in 1928, the nation has received a $45 return for every dollar invested, not including positive environmental impacts. The remaining work to be completed will have an estimated 45 to 1 return on investment.


24 Mar New harbor basin dredging works for N. Landhoo Harbor development project have been completed.
New harbor basin dredging works for N. Landhoo Harbor development project have been completed. We have commenced installation of precast concrete blocks required for quay wall construction on 22nd March 2021.
Scope of works for the project include dredging and excavation operations of 25,000cbm; the construction of a 256m quay wall; a 401m breakwater; and a 60m revetment. Additionally, the installation of navigation lights, streetlight and installation of 1,280sqm of paved area will also be undertaken. The value of the project is MVR 32.4 million.


Bloomingdale LID Retrofit Program
This is a demonstration project to detain and infiltrate stormwater flows to the Combined Sewer System. The project was funded by DC Water and DDOT as a joint effort to reduce flooding at a major intersection in the community. The project team included RMA Consultants and NspireGreen. More details are available here.


The CLARIS flow sensor was specially developed to monitor water-filtering systems. Once the output capacity of the corresponding filter has been input, the CLARIS flow sensor measures the amount of filtrate produced and shows the capacity still available.
The filter cartridge is replaced when zero is reached.
Features & Specifications
- Claris Flow Sensor 3/8” x 3/8”.


1. Tehri Dam - Located in Uttarakhand, it is the tallest dam in India and one of the largest in the world, with a capacity of 2,400 MW.
2. Bhakra Dam - Situated on the border of Punjab and Himachal Pradesh, it is one of the highest gravity dams in the world and has a storage capacity of 9.34 billion cubic meters.
3. Nagarjuna Sagar Dam - Located in Andhra Pradesh and Telangana, it is built across the Krishna River and has a capacity of 11,472 million cubic meters.
4. Sardar Sarovar Dam - Situated in Gujarat on the Narmada River, it is one of the largest dams in India and has a storage capacity of 9.7 billion cubic meters.
5. Hirakud Dam - Located in Odisha on the Mahanadi River, it is one of the longest dams in the world and has a capacity of 5.82 billion cubic meters.
6. Indira Sagar Dam - Situated on the Narmada River in Madhya Pradesh, it is the largest reservoir in India with a capacity of 12.22 billion cubic meters.
7. Koyna Dam - Located in Maharashtra on the Koyna River, it is one of the largest dams in Maharashtra and has a capacity of 2,524 million cubic meters.
8. Mettur Dam - Situated in Tamil Nadu on the Cauvery River, it is one of the oldest and largest dams in India, with a capacity of 9.72 billion cubic meters.
9. Bhavanisagar Dam - Located in Tamil Nadu on the Bhavani River, it has a capacity of 800 million cubic meters.
10. Tungabhadra Dam - Situated in Karnataka and Andhra Pradesh, it is built across the Tungabhadra River and has a capacity of 3.02 billion cubic meters.
Please note that these rankings are based on the storage capacity of the dams and may vary depending on the source and criteria used for measurement.


RIO DE JANEIRO, Brazil [HydroWorld.com] An auction for the 11,200-MW Belo Monte hydroelectric project will be held Dec. 21, according to Brazil’s Mines and Energy Ministry.
The Belo Monte project will be built on the Xingu River and is expected to begin commercial operations in 2014. It will be Brazil’s second-largest power plant behind the Itaipu hydroelectric project in sourhern Brazil.
Guidelines for the auction have been established. At least 70 percent of the power generated by Belo Monte must be sold to distribution companies, the ministry said. A license to build the plant will be issued in November, said Carlos Minc, Brazil’s Environment Minister. (HydroWorld 10/27/09)


- Flood Advisory for Ionia County, Michigan
- Flood Advisory issued March 20 at 9:26PM EDT until March 21 at 2:00PM EDT by NWS
- Effective: Friday, March 20, 2015 at 9:26 p.m.
- Expires: Saturday, March 21, 2015 at 2 p.m.
...The flood advisory continues for the following rivers in Southwest
Grand River At Ionia affecting Ionia County
Maple River At Maple Rapids affecting Clinton County
.With very little precipitation expected through Tuesday, rivers
will continue to fall. The Grand River at Ionia will likely fall
below bankfull tonight, and the Maple River at Maple Rapids will
likely fall below bankfull Saturday afternoon. The following
forecast is based on observed and forecast 24 hour precipitation.
The Flood Advisory continues for
the Grand River At Ionia
* until Saturday afternoon.
* at 08 PM Friday the stage was 13.5 feet.
* Bankfull stage is 13.5 feet.
* Flood stage is 21.0 feet.
* Forecast, the river will continue to fall.
* Impact, at 13.5 feet...River is bankfull. Minor overflow begins in
low lying areas along the river near and across from the Ionia


- Located on the Macquarie River, 30km south east of Wellington in NSW
- Dam completed in 1967
- Storage capacity of 1,188,000 megalitres
About the upgrade
- Approximately $28 million
- Funded by the NSW State Government
- 2010 start date
- 2017 expected completion
Packages of work
- 1A Crest raising works - Raising the height of the main dam wall and saddle dam B, new raised embankment at saddle dam C.
- 1B Spillway works - Construction of an auxiliary spillway and strengthening the existing spillway gate arms to enable Burrendong Dam to better withstand and safely pass an extreme flood.
- Spillway automation and control system upgrade - The main spillway electrical, lighting, automation and control system is also being upgraded.
The road over the main dam wall will be closed to public during construction and may remain closed thereafter. The permanent storage capacity and water releases will not be altered by the upgrade.
- Improved dam safety in the event of extreme flooding.
- Improved environmental outcomes.
- Improved flood management.
- Increased sustainable regional development.
- Stimulating local economies.
- 2010 April - Commence construction of crest raising works.
- 2011 April - Complete construction of crest raising works.
- 2014 Mid year - Commence construction of spillway works.
- 2014 December - Complete construction of spillway works.
- 2016 Late - Commence spillway automation and control system upgrade
- 2017 Mid year - Complete spillway automation and control system upgrade.
- 2014 December - Construction of auxiliary spillway and spillway gate strengthening completed
- 2014 February - Stage 1B (auxiliary spillway works) contract awarded to Bardavcol
- 2011 June - Crest raising complete
- 2011 February - Stage 1B (spillway works) detailed design undertaken
- 2010 April - Construction (crest raising) commenced
- 2010 February - Stage 1A (crest raising) construction contract awarded to Macmahon Contractors Pty Ltd
- 2010 February - Parsons Brinckerhoff Pty Ltd engaged to provide construction site management services
- 2010 February - Stage 1A (crest raising) GC21 start-up workshop
- Burrendong Dam safety upgrade (PDF 264 KB)
- 05.12.2014 - Burrendong Dam gate strengthening complete
- 30.06.2014 - Burrendong upgrade construction half-way
- YouTube - Burrendong Dam safety upgrade
Phone: 1300 662 077


ADT engineers carried out the detailed design of a multi-stage submersible mixed-flow pump for oil and gas applications.
Our engineers were asked to perform the hydrodynamic design of a submergible multi-stage pump. This design was for an oil and gas application and achieved a significant improvement in system efficiency that was well above the target set by the customer, one of the world's leading manufacturers of ESP pumps.ADT's engineers were tasked to carry out this design as well as a detailed analysis of the axial thrust acting on the impeller, and a multi-phase flow analysis of the gas handling capability of the machine.
This summary of the work explores the preliminary design phase, blade loading distribution for the pump impeller and the design of the leakage gaps and balancing holes.
Applying 3D Inverse Design to Pumps
The 3D Inverse Design approach enables design engineers to directly control the three-dimensional flow fields and related hydrodynamic performance. Designers can explore larger areas of the design space and achieve breakthrough designs generally in the order of 3% to 5% higher efficiency than conventional design methods.
The systematic design and optimization of high efficiency pumps delivers 3 to 5 times higher productivity per design engineer while achieving efficiency improvements across the pump characteristic.


29 Aug K. Maafushi Harbor Development Project is well underway
K. Maafushi Harbor Development Project is well underway. Installation of concrete blocks for quay wall construction is ongoing, with 74% completion. Quay wall concrete works are also ongoing.
Scope of works include, 63,711cbm new harbor basin dredging operations, 28,836cbm maintenance dredging operations, 4,414cbm channel dredging operations, construction of a 31m breakwater; a 680m rock boulder revetment; a 700m geo bag revetment; a 374m quay wall, construction of a concrete jetty; a bridge and installation of 1,869sqm harbor pavement and harbor lights. The value of the project is MVR 76.48 million.


Pumped storage power station starts preparatory construction in Jiande
A rendering of the pumped-storage power station in Jiande, East China's Zhejiang province. [Photo/WeChat account: JDFB64734823]
After 30 years of planning, the preparatory project for a pumped-storage power station in Jiande, East China's Zhejiang province, started construction on Sept 15 and is scheduled to be put into operation in 2029.
Once completed, the power station will be the largest and the first privately-invested station of its kind in East China.
The project, receiving a total investment of 14.05 billion yuan ($1.98 billion) from GCL Energy Technology Co, and has a planned area of about 161.44 hectares for six 400,000-kilowatt pumped storage units. The total installed electrical capacity of the project will be 2.4 million kilowatts, which is equivalent to the electrical capacity of three hydropower stations on the Xin'an River.
The project mainly consists of an upper reservoir, a water delivery system, an underground powerhouse and a ground switch station. The lower reservoir utilizes of the Fuchun River reservoir.
Zhu Yufeng, vice-chairman and president of GCL Group and chairman of GCL Energy Technology Co, said that the project is designed to generate 2.4 billion kWh of power and 3.2 billion kWh of pumped power per year.
"The project is expected to save about 480,000 metric tons of coal consumption and 960,000 tons of carbon emissions annually after being put into operation," Zhu said.
The power station will also drive the construction of surrounding mountain roads, provide jobs for local residents, and motivate local tourism development and urbanization.
The preparatory project for a pumped-storage power station in Jiande, East China's Zhejiang province, starts construction on Sept 15. [Photo/gcl-et.com]


China’s Three Gorges hits full capacityOctober 31st, 2011 - 7:57 am ICT by IANS
Beijing, Oct 31 (IANS) China’s Three Gorges Dam Sunday reached its designed highest mark, the second time for the world’s largest water control and hydropower project to run at full capacity.
The water level hit 175 meters at 5 p.m. after storing water for nearly two months from the water level of 152 meters, said an official with the China Three Gorges Project Corporation (CTGPC), the developer of the project.
A dozen hydropower turbo-generator units started operation Sunday, generating power capacity of 8.2 million kw, Xinhua reported quoting the official.
The dam in central China’s Hubei province completed its first full-capacity test last October.
Operating at full capacity should give full play to the dam’s functions of generating hydroelectric power, delivering water to the lower reaches to alleviate spring droughts, and containing water from summer flooding.
The Three Gorges Project was launched in 1993 with a budget equivalent to $22.5 billion.
- Water level at Three Gorges Dam reaches full capacity - Oct 26, 2010
- China to complete Three Gorges project in five years - Feb 26, 2011
- China to build four super dams on Jinsha river - Jun 22, 2011
- Huge Chinese dam experiences big flood - Jul 24, 2012
- China to build dam in Mauritius - Oct 10, 2011
- 78,000 tonnes of garbage collected from Three Gorges Dam - Dec 12, 2010
- Chinese firm to invest in Pakistan hydel power projects - Apr 06, 2011
- 10 million people toil drought in China - May 25, 2011
- Drought hits 10 million people in China (Lead) - May 25, 2011
- China to raise water level of Three Gorges Dam - Sep 27, 2008
- Chinese officials meet Zardari on power project - Jun 04, 2011
- China diverts river water to ease drought - May 19, 2011
- Jaypee's hydro project in Himachal starts partial generation - Jun 06, 2011
- China expands its oldest n-power plant - Apr 08, 2012
- Expedite Chinese power projects: Pakistan president - Jul 05, 2012
Tags: beijing, budget, capacity test, central china, china three gorges project corporation, droughts, generating power, generator units, gorges dam, hubei province, hydroelectric power, kw, oct 31, second time, three gorges, turbo generator, water control, water level, xinhua


On the 2nd September, work on the major engineering works designed to increase Keswick’s flood resilience is due to begin.
The flood resilience works involves the construction of a new flood storage basin at Springs Field and a new pumping station underneath Penrith Road which will discharge into the River Greta. Cumbria County Council, the Environment Agency and Keswick Flood Action Group are investing approximately £2m in the works. Improvement work will also be carried out in the Castlehead Drain to help the runoff of surface water between the basin and pumping station. In terms of scale, frequency and impact on the local community, the Penrith Road area of Keswick forms one of the greatest areas of surface water flood risk in the county.
Representatives from contractor VBA will be in Keswick Library every Tuesday between 10am and 12noon throughout the duration of the work to answer any questions and provide progress updates to residents, businesses and visitors.
Regular updates about the works will be posted on social media and a dedicated website has been set up on the County Council’s website which will be updated throughout the project and can be found here.
For more information, please click here.


The corps will be blasting as it lays the groundwork to connect the American River with the new dam.
Chris Gray with the Army Corps says Folsom Lake Crossing Bridge will be closed from 1:30 to 2:30 in the afternoon for the next two weeks.
"We've more or less excavated the chute that's part of the new spillway," says Gray. "That's where the water will go when it leaves the new dam and connects to the American River. So that's excavation's done. Right now, we're basically building that second dam."
Gray says the construction schedule calls for the dam to be completed in 2015. The connection between the lake and the spillway and the completion of the downstream chute is scheduled to be completed by 2017.


« View county listFlood Warning
758 PM CST SAT FEB 6 2016
The Flood Warning continues for
the Choctawhatchee River near Caryville (US 90).
* Until late Wednesday night.
* At 7:00 PM Saturday the stage was 13.6 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Flood stage is 12.0 feet.
* Forecast: The river will continue rising to near 14.0 feet by
early tomorrow afternoon. The river will fall below flood stage
* Impact: At 16.0 feet: Highway 279 south of Caryville will be cut
off. Several fish camps, residential areas and additional rural
roads in the area will be flooded.
LAT...LON 3099 8588 3085 8591 3077 8589 3070 8592 3070 8581 3099 8580


Stormwater enters the ChamberMAXX through the storm sewers and is evenly distributed along the chamber system through the manifold. The open bottom design allows for infiltration along the whole system during and after storm events. An optional containment row allows for pre-treatment of the stormwater prior to entering the main storage area.
The CONTECH ChamberMAXX underground storage chambers are a light weight storage option to meet runoff reduction requirements. The open bottom design allows for stormwater infiltration, reducing the amount runoff leaving the site. ChamberMAXX is HS-20/HS-25 traffic loading requirements and can be installed by hand.


Alstom Hydro has been awarded a new project with Lanco Infratech Limited, a private business conglomerate, to install a new power plant on the Teesta River in the Sikkim region of India. The 500 MW electricity output of the new hydro plant will be connected to the country’s power grid, and will help to meet the growing power demand of Maharashtra.
Within the scope of this contract, worth approximately EUR40m ($56m), Alstom Hydro will supply four 125 MW Francis turbines and generators, as well as the main inlet valves and control and protection systems. The contract includes design, engineering, erection, testing and commissioning. The project is scheduled for completion by 2013.
The hydropower projects that Alstom is currently involved in include Lower Jurala (240 MW), Chamera (230 MW), Uri-II (240 MW), Chuzachen (110 MW) and Subansiri (2000 MW).


Ridgway Dam is an earthen dam on the Uncompahgre River which impounds Ridgway Reservoir, located about 6 miles (10 km) north of the town of Ridgway in Ouray County, Colorado. The dam is 332 ft (101 m) high and 2,465 ft (751 m) long, with a capacity of 84,410 acre·ft (104,120,000 m3) of water.
Ridgway Dam was built as part of the Dallas Creek Project. Construction began in 1978 and completed in 1987. The construction of the dam forced the re-routing of U.S. Highway 550 to the east and the abandonment of the Ridgway Branch of the Denver and Rio Grande Western Railroad.


05 Nov Work on Design and Build of Sh. Feevah Harbor is well underway
Work on Design and Build of Sh. Feevah Harbor is well underway, with overall 61% project progress. Construction of breakwater and installation of precast concrete blocks required for quay wall construction are currently ongoing, with 53% and 41% completion respectively.
Scope of works for the project include dredging and excavation operations of 55,163cbm; the construction of a 464m quay wall; a 356m breakwater; 182m revetment, and installation of 2,320sqm of paved area. The value of the project is MVR 69.3 million. The project was awarded on 02 July 2019.


BNSF Railway – Santa Ana, CA
The project is designed to improve the scour protection of the BNSF Railway Bridge foundations during large discharges of the Prado Dam, which is 1 mile upstream from the project site. The existing railroad bridge includes 3 main tracks that carry 80+ freight and passenger trains daily, which intensifies the project coordination.
For more information on this project please contact:
Kyle Sansing – email@example.com


GOK Pressure Regulating Valve
The GOK Pressure Regulating Valve is designed for use on single appliance gravity feed systems, primarily oil heating, with a liquid head range between 2metres and 30metres. These pressure regulating valves have a fixed outlet pressure of 100 mbar for flow rates up to 20litres per hour.
- 10mm Compression Ports
- Inlet pressure of 0.5 to 6 bar
- Outlet pressure of 100 mbar
- Maximum flow rate of 20litres per hour
|Code||Product||Description||Price (excl VAT)|
|FC11003||GOK Pressure Regulator||Inlet/Outlet - 10mm Compression
Max Inlet Pressure - 6bar
Max Flow - 20l/hr
Write a reviewYour Name:
Your Review: Note: HTML is not translated!
Rating: Bad Good
Enter the code in the box below:
Ask a question about GOK Pressure Regulating Valve


Stormwater Pump Stations, Sanitary Lift Stations, and SCADA System Upgrades
- Local Governments
- Public Utilities
- Potable Water
- Water Resources
- Minneapolis, Minnesota
HR Green has worked with the City of Minneapolis on the rehabilitation and standardization of 9 sanitary lift stations and 23 stormwater pump stations.
The rehabilitation and standardization process started with separate engineering studies of the existing sanitary lift stations and existing stormwater pump stations. The studies focused on establishing reliability and standardization needs at each of the existing 32 stations, including estimated construction costs, for budgeting purposes.
Following study completion, sanitary lift stations and pump stations were designed by HR Green, and multiple projects were bid for improvements to all 32 stations.
Following bidding, HR Green provided engineering construction services to verify that construction was completed according to design intent. HR Green provided in-house engineering services in addition to on-site construction observation.
At this time, the construction of all 9 sanitary lift stations has been completed, and the stations have been operating successfully for approximately 5 years. Construction of the 23 stormwater pump stations was recently completed. Several of the initial pump stations rehabilitated have been operating successfully for over 2 years.
HR Green completed the construction phase of a cellular-based SCADA system designed by HR Green to observe, and eventually operate, all 32 stations in the City.


Viti Levu Island, Fiji
European Investment Bank
2018 - in progress
Description for Qaliwana Hydropower (Fiji)
This is the first Studio Pietrangeli’s project in Oceania. With the already strongly established activites in Africa, America and Eurasia, it takes the firm's presence to a global level.
The project includes a new plant, Qaliwana hydropower, and the upgrading of the existing Nadarivatu hydroelectric scheme.
The layout of Qaliwana hydropower will include an arch gravity dam, penstocks and an outdoor powerhouse (IP=18 MW). This plant will receive also the flows also from Upper Wailoa catchment, through weirs and several tunnels.
Nadarivatu hpp, that is the second largest hydroelectric scheme in Fiji. The assignment foresees its expansion through a third turbine that will create additional 18 MW of IP reaching an installed power of 60 MW.
The assignment is financed and managed by the European Investment Bank, World’s largest lender for the water sector and owned directly by the European Union member states. We will work in collaboration with Energy Fiji Limited.
The construction of these new hydropower projects will substantially increase the hydropower capacity in fiji, matching the increase of the demand in the country.
UPPER WAILOA'S BASIN WATER TRANSFER:
- Weirs on tributaries of the Wailoa river ( concrete, overflowing crest, No. 5 )
- Waterway tunnels ( Ltot = 13.5 km, Q = 4 m3/s )
QALIWANA DAM AND HPP:
- Concrete arch gravity dam ( H = 63 m )
- Intake tower
- Power Waterways ( tunnel L = 2 km, steel penstock L = 0.3 km )
- Power House ( Outdoor type, IP = 18 MW, Hgross = 134 m )
- HV transmission lines to existing 132 kV grid
- Access roads
- Existing power waterways ( low pressure tunnel L = 2 km, steel penstock L = 1.6 km )
- Existing power house ( No. 2 Pelton turbines, IP = 42 MW, Hgross = 337 m, E = 101 GWh/y )
- Expansion from 42 MW to 60 MW ( additional third unit, IP = 18 MW )
Acerenza Dam (Italy)
Water storage plant for irrigation purposes with a reservoir capacity of 42...
San Lorenzo Hydropower (Italy)
San Lorenzo (Sestu) is a small hydroelectric plant to supply the water...
Koysha Hydropower (Ethiopia)
Koysha (2’160 MW, under construction) is the...
Kidunda Multi-Purpose Project (Tanzania)
Bituminous face rockfill dam for irrigation, water supply and hydropower...
Beles Multi-purpose Project (Ethiopia)
Multi-purpose project on Lake Tana, including hydropower plant and irrigation...
Lefkara Storage Plant (Cyprus)
Storage works for Famagusta urban water supply.
Grand Ethiopian Renaissance Dam (Ethiopia)
The Grand Ethiopian Renaissance dam project is a...
Chespi Hydropower (Ecuador)
Chespi is the first hydroelectric project of the Guayllabamba cascade with an...
Giurgiu Ramiresti Irrigation (Romania)
Irrigation scheme with water from the Danube and irrigated area of 155'000...


The construction of Tanzania’s largest hydroelectric power project officially began on Friday after President John Magufuli laid the foundation stone.
Upon completion, the Stiegler’s Gorge hydroelectric power project is expected to double the East African country’s current power output.
The grand project will cost Tanzania $3 billion, and targets to generate 2,115 megawatts of electricity.
The idea of constructing the dam was first conceived by founding president Julius Nyerere, but had to be shelved due to financial constraints.
President Magufuli’s government is however keen to have the project up and running, as it sees this as a solution to the country’s power outages.
The project involves a main dam and appurtenant structures, with expected reservoir length of 100 kilometers, covering an area of about 1,350 square km. The dam height is expected to rise to about 134 meters.
The massive project is part of Tanzania’s power master plan, which envisions Stiegler’s Gorge helping interconnect the grids of Tanzania, Kenya, Uganda and Zambia.
The dam will be fourth-largest in Africa and ninth in the world.


The Lualualei Wastewater Pump Station is located within Ulehawa Beach Park on the makai side of Farrington Highway in Waianae. Consent Decree regulatory requirements necessitated a backup force main in the event that the existing force main broke.
WOC prepared an alternatives analysis report and designed the selected alternative for a new force main system. Alternatives were developed and assessed during the planning phase of the project. A dual force main was the selected alternative. This involved the construction of a new 20-inch, 3,000 foot long force main parallel to the existing force main.
Disciplines Provided: Civil Engineering


Flow modeling (2D and 3D) is a strong tool to design modules for water treatment. The velocity of the fluid is strongly influenced by the shape and the size of a module and by the shape and the size of inlet(s) and outlet(s). Flow modeling can be also used to model the photo-catalytic oxidation in a module scale.
3D flow modeling
Published February 17, 2009


Glenville Lake Spillway Project
Construction of a new spillway at the end of Glenville Lake is complete. The project replaced the existing spillway located off Filter Plant Drive and required the Lake to be drained. The spillway, built in the early 1900’s, controls the flow of water out of Glenville Lake downstream into the Little Cross Creek.
The project did not impact the operation of PWC’s Glenville Lake Water Treatment Facility as the plant also pumps water from the Cape Fear River. Access to the lake for fishing or recreational use at Mazarick Park has resumed.


Summary of Environmental Assessment Process:
The proponent proposes to construct and operate two hydroelectric power generating facilities on the lower section of the Churchill River at Gull Island and Muskrat Falls in Labrador . Gull Island is located approximately 100 kilometres and Muskrat Falls 30 kilometres to the southwest of the Town of Happy Valley-Goose Bay , respectively. The two facilities will have a combined power generation capacity of approximately 2,800 megawatts (MW). The Gull Island facility will have a capacity of 2,000 MW, including a dam 99 metres high by 1,315 metres long with a reservoir 225 kilometres long, flooding an additional 85 square kilometre area. The Muskrat Falls facility will have a capacity of 800 MW, including a dam at the north section 32 metres high by 180 metres long, and, south section 29 metres high by 370 metres long with a reservoir 60 kilometres long, flooding an additional 36 square kilometre area. The project will also include interconnecting transmission lines to the existing Labrador grid at Churchill Falls Generating Station. Construction is scheduled to begin in mid-2009 at Gull Island with first power generation in mid-2014, and construction of Muskrat Falls is proposed to start three years following the start of construction at Gull Island.
Adobe® Acrobat® Reader software can be used for viewing PDF documents. Download Acrobat® Reader for free


Samson 1177 High pressure digitally metered grease control handle
A grease control handle fitted with a high pressure in-line meter, model 411 103.
This digital meter allows for better accuracy in greasing applications.
- a double steel braid reinforced hose
- with a 3-jaw hydraulic connector
- and Z-swivel, model 1105, with 1/4” NPTF inlet.


NWSDB – Weliwita Bulk Water Supply Project – Central Province - Project Profile
- 29 August, 2017
- Sri Lanka
- 6 pages
"NWSDB – Weliwita Bulk Water Supply Project – Central Province - 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 "NWSDB – Weliwita Bulk Water Supply Project – Central Province - 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.
The National Water Supply & Drainage Board (NWSDB) under the Ministry of City Planning and Water Supply of the Government of the Democratic Socialist Republic of Sri Lanka is planning to undertake the construction of Weliwita Bulk Water Supply Project at Central province, Sri Lanka.
The project involves the construction of water treatment facility with the capacity of 180,000m3/d. It includes the construction of raw water intake facility, the storage facility for treated water, a pump house and the installation of safety and security systems.
The project will be developed under public-private partnership (PPP) basis.
International Finance Corporation (IFC) has been appointed as the transaction advisor for the project and on July 21, 2016, the project received budget approval for US$0.04 million.
On November 18, 2016, an expression of interest (EOI) by way of a request for qualification (RFQ) was issued for the design, build, finance, operate and transfer (DBFOT) contractor with the documents submission deadline as February 20, 2017.
Pre-application Investor Conference was conducted on January 9, 2017.
The project involves the construction of Bulk Water Supply Project at Weliwita, Central province, Sri Lanka.
The US$60 million project includes the following:
1. Construction of raw water intake facility
2. Construction of storage facility for treated water
3. Construction of a pump house
4. Installation of safety and security systems
Reasons To Buy
• Gain insight into the project.
• Monitor the latest project developments.
• Identify key project contacts.
Table of Contents
10.General News, Project News


KUALA LUMPUR: The construction of the Upper Padas Hydroelectric Project (UPHEP) in Tenom, Sabah, is expected to begin next year, said Energy, Green Technology and Water Deputy Minister Datuk Seri Mahdzir Khalid.
His ministry together with the Energy Commission has been reviewing and assessing the implementation of appropriate methods for the construction of the project which is expected to begin operations in 2023.
“This project will meet long-term demands and will be the most
cost-effective for electricity supply in Sabah and the Federal Territory of Labuan,” he said in reply to a question from Datuk Raime Unggi (BN-Tenom) in the Dewan Rakyat, here today.
Mahdzir said, UPHEP has been identified as the most promising hydroelectric project in Sabah to supply electricity on a reliable scale for the long term.
A feasibility study carried out showed that the project with a capacity of 180 megawatts has the potential to generate 1,118 gigawatt-hours (GWh) of electricity per year.
Elaborating further, the MP for Padang Terap said the construction of UPHEP will only require a water catchment area of about 590 hectares (2.3ha/MW) unlike the Bakun hydroelectric project (2,400MW) which required up to 69,500 hectares (20ha/MW) or the Murum hydro-electric project (944MW) which needed 24,500 hectares (26ha/MW). Both projects are in Sarawak.
He said, several studies had been carried out previously in 2010 and 2013 to identify the area that will be flooded to implement the project and all aspects have been taken into account. -Bernama


BISMARCK — The Missouri River at Bismarck is expected to remain at a higher-than-normal level through August, according to U.S. Sen. John Hoeven's office.
Hoeven, R-N.D., said he spoke with John Remus, chief of the Missouri River Water Management Division for the U.S. Army Corps of Engineers, who told him the Corps does not plan to increase Garrison Dam water releases of 46,000 cubic feet per second, but that the river will remain at the current high level through August.
"We've been closely monitoring the Corps' management of the Missouri River to ensure that they prevent flooding in North Dakota, especially now with the high river levels," Hoeven said.
The Missouri River at Bismarck has not reached a flood stage, the Bismarck Tribune reported. As of noon Thursday, the river was at 11.73 feet, according to the National Weather Service. Minor flood stage is 14.5 feet.
Officials with Burleigh and Morton counties say higher Garrison Dam releases result in erosion along the shorelines of the Missouri River, and officials are asking watercraft users to operate them away from the riverbanks to reduce the damage from large wakes.
The increased water releases also mean the Missouri River current is faster, stronger and bringing large debris, including whole trees, down the river. Officials are urging the public to take necessary precautions on the river.


- The project will enhance Tarbela Dam's electricity generation capacity by 1,530 megawatts
Prime Minister Imran Khan will perform the groundbreaking of Tarbela Dam's fifth extension project today (Thursday).
In a tweet, Minister of State for Information and Broadcasting Farrukh Habib said the T5 project will cost $807 million and will be completed by 2024. He said the project will enhance Tarbela Dam's electricity generation capacity by 1,530MW, taking it from 4,888 to 6,418MW.
The minister added the premier is taking great interest in building water reservoirs in the country. He maintained the work on several projects including Diamer Basha dam, Dasu Hydropower, Mohmand Dam, Kurram Tangi Dam, Nai Gaj dam, Sindh Barrage, Kachhi Canal, K-4 water supply is in full swing.
The T5 project is being constructed on Tunnel No. 5 of Tarbela Dam. The World Bank is providing $390 million, while the Asian Infrastructure Investment Bank (AIIB) will contribute $300 million.
The cumulative generation capacity of the T5 project is expected to be 1,530MW with three generating units of 510MW each. The project, scheduled to commence electricity generation by mid-2024, will provide 1.347 billion units, on average, of low-cost hydel electricity per annum to the national grid.


Egypt has announced plans to build an artificial river 114 kilometers long. The project, estimated at $5.25 billion, will improve food security and increase the country’s agricultural exports.
The national project called “New Delta” is now under construction in the Western Desert. The main objective of the project is to expand the area of agricultural land in Egypt. According to Egyptian President Abdel Fattah Said Hussein Khalil Sisi, the New Delta project will be the largest construction project in the history of modern Egypt. The course of the river will pass along the new Rawd Al-Farag-Dabaa road.
Photo: Asharq Business اقتصاد الشرق


DS 220 – House Connections & Miscellaneous Works Project
Dec 4, 2017
Crown Consult has been awarded this project with Dubai Municipality. The project includes the preparation of the concept, preliminary and detailed design of pumping stations and infrastructure work for the house connections for this project including Storm water, Sewerage, Irrigation and Potable Water for various areas in Dubai.
In addition, the construction supervision of sewers, drains and irrigation lines of any diameter, manholes valve chambers, pumping/lift stations, pressure mains, gully connections, house connections and disconnections and all associated works. Furthermore, as part of the construction supervision of, it is required to construct the submersible pumping station and manhole pumping station.


Power-Flo’s “PowerPROseries” slimline submersible top discharge dewatering pumps are designed for small diameter well casings and other hard to reach applications where other types of pumps are unable to be applied. Power-Flo pumps are constructed of robust hard anodized aluminum with stainless steel hardware and are light weight.
Double mechanical seals, upper seal spiral lubricator, vacuum pressure impregnation motor windings, and epoxy potted power cords provide additional protection minimizing downtime and maximizing reliability and service life.
Abrasive resistant stainless steel impellers (2hp to 50hp) stand up to sand, gravel and other abrasive materials. The stainless steel strainer protects large particles from entering the pump. Power-Flo’s fully shrouded impeller reduces pressure on the lower outboard seal, extending operational life.


Shop for Plumbing at The Home Depot. The Flotec 3/4 HP Submersible 2-Wire Well Pump provides a combination of durability and efficiency for optimal performance. The stainless steel pump and motor housing prevent corrosion while the floating stack provides sand resistance. The pump is suitable for use in wells with at least 4 in. inside diameters and up to 150 ft. deep.


MADURAI: The water level in the Periyar dam on Friday stood at 131.90 feet (136 feet) with an inflow of 2,130 cusecs and a discharge of 1,584 cusecs.
The level in the Vaigai dam was 52.99 feet (71 feet) with an inflow of 584 cusecs and a discharge of 1,841 cusecs.
The combined Periyar credit stood at 7,546 mcft. A rainfall of 12 mm was recorded at Periyar Dam, 2mm at Thekkadi, 125 mm at Marudanathi, 1 mm at Andipatti, 3mm at Sathiyar, 1mm at Mettupatti, 2 mm at Kalentheri, 3.6 mm at Chittampatti, 2 mm at Pulipatti, 1 mm at Melur, 1.5 mm at Thaniyamangalam and 16.2 mm at Idayapatti.
— Staff Reporter


Error with Atmospheric Pressure Sensor - TSP:CHKUPL:FAIL (hops=255)
Water pressure struggling with sketch
Need help for a project with RFduino and pressure sensor
Pressure sensor - arduino low memory (SOLVED)
Problem with pressure sensor
Pressure Sensor Node send fails.
MKR1000 gateway problem


Phase I of this project is to improve drainage at the intersection of Old York Hampton Highway and Cook Road and along Falcon Road by piping and ditch grading. This project also includes constructing wetlands behind York High School to decrease the flooding and improve stormwater quality. This is a VDOT Revenue Share project.
The project is scheduled to be complete by Spring 2016.
This project is to improve drainage along Cannon Road by piping, ditch grading and by construction a stormwater management pond or constructed wetlands to decrease flooding and improve stormwater quality. This is a VDOT Revenue Share project. Preparation of construction drawings and specifications 20% complete.
The project is on-hold pending acquisition of property and easements
For questions, please email Anna Drake, Project Engineer, or call at 757-890-3774.


Badger Meter Datasheets for Hydraulic Valves
Hydraulic valves contain and transfer the flow and pressure of hydraulic fluid in hydraulic power systems. They range from simple shutoff valves to precision control valves.
Hydraulic Valves: Learn more
|Extended Fin Globe Control Valve -- Model 973||The extended fin globe control valve is designed for modulating flow control in industrial or research applications at 1200° F or less and at pressures less than 5000 psi. The...|
|Three Way Diverting Control Valve -- Model 564||The three-way valve is for modulating control of liquids, gases or steam in either mixing or diverting applications. The unit features one common port and two non-common ports. Each innervalve...|
|Fin Type Globe Control Valve -- Model 859||The Type 859 globe control valve with cooling fin bonnet is used in extreme temperature applications. The added bonnet length and fins serve to reduce the heat at the packing...|


This article provides a list of the largest hydroelectric power stations by generating capacity. Only plants with capacity larger than 2,000 MW are listed.
The Three Gorges Dam in Hubei, China, has the world's largest instantaneous generating capacity (22,500 MW), with the Itaipu dam in Brazil/Paraguay in second place (14,000 MW). During the course of an entire year, the Itaipu dam generates more electricity (94.7 TWH) than the Three Gorges Dam (84.4 TWH) because the Three Gorges dam experiences six months per year when there is very little water available to generate power, while the Parana river that feeds the Itaipu dam has a much lower seasonal variance in flow. The giant Three Gorges Dam (22,500 MW when completed) is operated jointly with the much smaller Gezhouba Dam (3,115 MW). As of 2009[update], the total generating capacity of this two-dam complex is 21,515 MW. The whole project is planned to be completed in 2012, when the total generating capacity will be 25,615 MW. In 2008, this complex generated 97.9 TWh of electricity (80.8 TWh from the Three Gorges Dam and 17.1 TWh from the Gezhouba Dam), which is 3.4% more power in one year than the 94.7 TWh generated by Itaipu in 2008.
The Itaipu power plant on the Brazil-Paraguay border currently produces the most hydroelectricity power in the world from a single dam. With 20 generator units and 14,000 MW of installed capacity, in 2008 the Itaipu power plant reached a new historic record for electricity production by generating 94.68 terawatt-hours (340,800 TJ).
The Jinsha River (the upper stream of Yangtze River) complex is the largest hydroelectric generating system currently under construction. It has 3 phases. Phase one includes 4 dams on the downstream of the Jinsha River. They are Wudongde Dam, Baihetan Dam, Xiluodu Dam, and Xiangjiaba Dam, with generating capacity of 7,400 MW, 14,000 MW, 12,600 MW, and 6,000 MW respectively. The total generating capacity of those four dams is 40,000 MW. Construction of Xiluodu Dam started on December 26, 2005. Construction of Xiangjiaba Dam started on November 26, 2006. Phase one is planned to be completed in 2015. Phase two includes 8 dams on the middle stream of the Jinsha River. The total generating capacity is 21,150 MW. Phase three includes 8 dams on the upper stream of the Jinsha River. The total generating capacity is 8,980 MW. The total combined capacity of the Jinsha complex with the Three Gorges complex will be 95,745 MW.
There are also plans for the Grand Inga Dam, at the Inga Dam in the Congo River. Grand Inga would produce the most hydroelectricity power in the world in a single dam, with 52 generator units and 39,000 MW of installed capacity.
- Generating capacity is not the only factor determining the amount of electricity generated, as this also depends on consistent utilization of the plant's capacity. Factors enhancing this are the free capacity of the reservoir and the consistency of water supply during and across years.
- 26 generators installed October 2008, 6 more to be installed in 2011, at which point full generating capacity of 22,500 MW will be achieved.
- Three Gorges Dam article
- Itaipu article
- "Generation Records Fall at Grand Coulee Dam". U.S. Bureau of Reclamation. Archived from the original on 2006-10-07. Retrieved 2006-11-18.
- Lua error in ...ribunto/includes/engines/LuaCommon/lualib/mwInit.lua at line 17: bad argument #1 to 'old_pairs' (table expected, got nil).
- Combined with La Grande-2-A, it would place the LG-2 complex in 5th place
- Combined US-CA capacity >= 1.6 MW greater than this so would be about 10th place.
- Combined with Robert-Bourassa, it would place LG-2 complex in 5th place
de:Liste der größten Wasserkraftwerke der Erde es:Anexo:Centrales hidroeléctricas del mundo fr:Liste des barrages hydroélectriques les plus importants hu:A legnagyobb vízerőművek listája no:Liste over verdens største vannkraftverk ru:Крупнейшие ГЭС в мире zh:世界水电站列表


September 17, 2009
Conrad wins dredge contract
Shipbuilder Conrad Industries, Morgan City, La. has been awarded a $13,059,975 contract by the U.S. Army Corps of Engineers.
It covers design development, construction and testing of a welded steel, split-hull type, replacement shallow draft dredge for the U.S. Army Corps of Engineers' Wilmington District.


Flood Inundation Simulator on Google Maps using WebGL
by Hemant Kumar Singh for Iowa Flood Center
This project intends to simulate flood inundation using WebGL on Google maps. The project will feature interactive tools like zoom, navigation etc. The project will also analyze data and display obtained statistics. The simulation will be in real-time and realistic.


Guadalajara - Mexico
Coordinacion de Ingenieria de Proyectos S.C (Cipro)
Description for Arcediano (Mexico)
Pumped storage plant project (240 MW) envisaged on the shores of Arcediano lake.
- Underground power house (No. 2 Francis turbines, IP = 240 MW)
- Pumping plant (P = 296 MVA)
- Surge shaft (H = 30 m, D = 10 m)
- Penstock (L = 680 m, D = 2.8 m)
- Penstock shaft (L = 300 m, D = 2.8 m)
- Access tunnel to underground power house (L = 1'415 m)
Addis Ababa urban water supply scheme with a storage capacity of 40 Mm3.
Grand Ethiopian Renassaince Dam
This majestic project, born of the vision and...
Reservoir capacity augmentation through the heightening of an existing...
Chespi is the first hydroelectric project of the Guayllabamba cascade with an...
Hydroelectric Power Plant, with IP = 525 MW, which the exploits of N° 5...
Vranduk (Bosnia and Herzegovina)
Vranduk project consists in a run off river power plant with an installed...
Millennium Park (Nigeria)
Design of hydraulic works, water supply and irrigation system, reservoir and...
Rio Grande (Argentina)
Hydroelectric Plant with Pumped Station.
Gibe V (Ethiopia)
Gibe V is the fifth stage of the Gibe-Omo hydroelectric cascade which...


|Skins Lake Spillway discharge to be maintained|
|Skins Lake Spillway discharge is currently at ~370 m3/s and is expected to be maintained at this level for at least a week, to reduce the risk of reaching full reservoir levels, while also minimizing potential effects on downstream communities. |
Further updates will be provided outside of regularly scheduled Flow Facts as needed.
Real-time and historical information on reservoir activity, can be viewed at any time by visiting Get Involved Nechako.


The Ethiopian Electric Power (EEP) has signed two energy deals with Voith Hadro Shanghai and China Gezhouba Group Co., Ltd (CGGC) worth US $113m and US $40.1m respectively; whereby both companies will be working on civil/structural works required to complete the construction of the generating station and spillways of The Great Renaissance Dam (GERD).
According to CEO of Ethiopian Electric Power, Dr Engineer Abrham Belay and Executive Vice President of Voith Hydro Shanghai, Tang Xu, the construction is expected to step up the construction of the dam by filling the previous gaps occurred in the execution of the project.
The Great Ethiopian Renaissance Dam project
The Great Ethiopian Renaissance Dam (GERD) is expected to produce 6,000-megawat which will be the centerpiece of Ethiopia’s bid to become Africa’s biggest power exporter. GE Alstom, a US-French joint venture was previously awarded US $61m to install and commission the six turbine units. Two are expected to be finalized before 2020 to help early generation of 750MW.
GERD is set to become Africa’s largest hydro power dam with a capacity of 6,450 MW upon its completion. The project was expected to start generating power with its two turbines this year but the two turbines have not yet been installed.
Sourced from: constructionreviewonline


Packing has been completed for Power Machines first load of energy equipment manufactured for the La Yesca HPP in Mexico. The load includes a crane for the machine hall, nodes for two hydroturbines with station numbers 1 and 2, and also auxiliary hydromechanical equipment.
In accordance with the contract’s conditions Power Machines is manufacturing and supplying two hydro turbines with a capacity of 375 MW each, two hydrogenerators and also auxiliary equipment for the new Mexican hydroelectric station. Power Machines’ involvement in the project comes to more than $200 million with the project costing $800 million.
The next supply, including a hydrogenerator, nodes for two hydroturbines and a second load of hydromechanical equipment is planned for the third quarter of this year.
The construction project for the station is set to tight deadlines: the first hydroelectric unit should be operating in January 2012 and the second in April of the same year. The project should be completed in June 2012.
The La Yesca HPP will have the highest banked dam with concrete covering in the world. It rises 220 metres. The total nominal capacity of the station will be 750 MW.
The La Yesca HPP will become part of the hydro energy cascade on the Rio Grande de Santiago on the border of Jalisco and Nayarit. Power Machines also provided equipment for the two earlier constructed hydroelectric stations of the cascade, Agua Milpa with a capacity of 975 MW and El Cajon with a capacity of 750 MW.


Name: Check Valve Main Body,100009-1
Part number: 100009-1
Note: The check valve body is particularly important. In many cases, pressure instability or no pressure is the problem of the check valve body. The end of the check valve body is the low pressure part which is the key part. If the low pressure water inlet is not round or has scratches and wear, it will lower the pressure.


Depth Flow Outlets allow flow rates to be dictated by the head acting upon it.
Note: This option can be used to represent a variety of different outlet controls where native support is not provided at this stage, Vortex Valve Controls for example.
Invert Level - The invert level of the control.
Spreadsheet - Enter the required flow rate for each depth of water.
Depth Increments - The depth increment can be set by entering the required increment into the Depth Incr. field and clicking the Apply button (arrow head).
Alternatively the depths and outflow rates can be entered freehand into the table.
Below the first increment of Depth interpolation of the Flow down to 0 will be calculated. Above the last increment of Depth, the last value for Flow will be repeated.
Import - Data can be loaded from .TXT, .CSV or Excel file using the Import option which utilises the Universal Importer.
The upstream water depth is used to look up the corresponding outflow if the downstream water level is less than the outlet invert (i.e. no tailwater condition). However, if during the simulation the downstream water level is higher than the outlet invert level (i.e. a tailwater condition exists) the head difference between the water level in the upstream and downstream locations is used as the depth to look up the outflow.


Consultancy Services for Al Ansab 1&4, Darsait and Ruwi Wastewater Project, Oman
Design and construction supervision of wastewater networks within the capital area of Muscat City. The whole project is divided into the three portions.
- Portion I - Design and construction of sewerage and treated effluent networks for seafront development project. Project scope includes connection of new Seeb international airport, The Wave residential area and Clubs located within the coastal area. Total length of sewerage and treated effluent networks is approx 10 km each.
- Portion II - Design and construction of sewerage network for Wadi Kabir, Hamriya, Aynt, Watayah, Wadi Adayi and Darsait sub-catchments. Sewerage system for Portion II consists of gravity sewerage network total length of approx 50 km (main network), 200 km of secondary network (house connections) and two sewer pumping stations. Pipe material: uPVC and HDPE from 150 mm up to 1200 mm diameter. Total 4,000 buildings/plots will be connected.
- Portion III - Rehabilitation and upgrading of the existing sewerage network in Ruwi sub-catchment. Scope includes CCTV survey of the existing sewerage network, flow monitoring, preparation of hydraulic model of the existing sewerage network, preparation of structural assessment reports based on WRc Manual with recommendation for rehabilitation works. Rehabilitation and upgrading of the existing sewerage network in Ruwi sub-catchment includes construction of new network (11 km) and house connections (300 nos.), renovation works (CIPP lining by GRP UV light liner 13 km), renewal of pipelines (1.5) and replacement of the existing network (7 km), decommissioning of the existing network (5 km), cleaning of pipelines (19 km), inspection, CCTV survey of the existing pipeline (38 km), rehabilitation of the existing manholes (2300 nos.). Total length of existing sewerage network is 75 km.
The services provided also included supervision of sewerage treatment plant construction works - 1x2500 m3/day MBR system at MSQ and 3x2500 m3/day at Shattie Al Qurum.


Chairman WAPDA Engr Lt Gen Sajjad Ghani (Retd) has directed the contractor to ensure completion of the diversion system during the up-coming low-flow season for diversion of River Swat. The Chairman visited various construction sites of the project to review the progress achieved so far, said a press release. He witnessed concrete works on upper stilling basin of the spillway; also observed construction activities at left and right abutments of the dam and various components of the diversion system including the diversion tunnels. GM and PD Mohmand Dam Project, the consultants and the contractors were also present during the visit. Later in a briefing, schedule for diversion scheme, resource loaded programme for quarry development, stock piling and dam filling as well as activity-wise resource loaded programme for the whole project were discussed. The Chairman said that achieving the key milestones on time is inevitable for completion of Mohmand Dam Project in accordance with the schedule. He emphasized upon the project team, the contractors in particular, to make concerted efforts in this regard. WAPDA is constructing Mohmand Dam Project across River Swat in Mohmand District of Khyber Pakhtunkhwa. It is the 5th highest concrete-face-rock-fill dam in the world. The dam will store water for agriculture, control flood, supply water to Peshawar for urban use and generate green, clean and economically affordable hydel electricity. The project is scheduled for completion in 2026-27. With a gross water storage capacity of 1.29 MAF, Mohmand Dam will irrigate 18,233 acres of new land in Mohmand and Charsadda, besides supplementing irrigation supplies to 160,000 acres of existing land. Installed power capacity of the project stands at 800 MW with annual energy generation of 2.86 billion units. The project will also provide 300 million gallons water per day to Peshawar for drinking purpose.


Trinity Dam is an earth dam on the Trinity River that forms Trinity Lake near Weaverville, California. Trinity Lake was previously called Clair Engle Lake. The 538-foot (164 m) earthfill dam was built by the U.S. Bureau of Reclamation. Construction was completed in 1962. Trinity Lake has a capacity of 2,447,650 acre-feet (3.01913 km³), making it one of the largest reservoirs in California. Trinity Lake and Dam are part of the Central Valley Project, which harnesses the waters from the Sacramento River and San Joaquin River watersheds to irrigate the Central Valley. The area around the reservoir forms one of the three units of the Whiskeytown-Shasta-Trinity National Recreation Area.
Trinity Power Plant is a hydroelectric plant located at the base of the dam. The power plant has a capacity of 140 megawatts with two Francis turbines. The plant operates on a peaking basis.


Keng Yang is a 70MW hydro power project. It is planned on Nam Lwe river/basin in Shan, Myanmar. The project is currently in announced stage. It will be developed in single phase. The project construction is likely to commence in 2023 and is expected to enter into commercial operation in 2025.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||70||–||70||Announced||Shan, Myanmar||Yunnan Power Grid|
The project is being developed and currently owned by Yunnan Power Grid.
Keng Yang is a run-of-river project. The net head of the project will be 11.5m. The project is expected to generate 155 GWh of electricity. The project cost is expected to be around $129.332m.
The hydro power project consists of 2 units of bulb turbines.
The project construction is expected to commence from 2023. Subsequent to that it will enter into commercial operation by 2025.
About Yunnan Power Grid
Yunnan Power Grid Co., Ltd., (Yunnan Power Grid) is a power transmission company. The company is headquartered in China.
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.


CLINTON, Ill. - Clinton Power Station returned to full power Tuesday evening, following repairs to the hydraulic control system that regulates speed on the main turbine.
Operators took the unit offline on Friday, April 26, after they observed low hydraulic pressure on the control system that regulates main turbine speed. Both the turbine and main generator are on the non-nuclear side of the plant.
Clinton Power Station is located approximately six miles east of Clinton. The plant produces 1,078 megawatts, enough electricity for about one million homes.


Crispin Check Valves meet or exceed ANSI/AWWA C508 Standards.
abbreviations used for product Compliance
Wafer Check Valves are designed to close before the pump stops completely. This prevents flow reversal, which eliminates water hammer and the surges associated with check valve closure. Fully automatic, spring-loaded and double-guided, and all internals are field replaceable.


Rain has slowed the earth excavation phase of the project. Stark Excavating has completed approximately 50% of the basin construction. With good weather, Stark will quickly get back to work and complete the project on time. The project is scheduled to be completed by the end of this year.
The City of Champaign has awarded a contract to Stark Excavating for the construction of the Washington Street drainage improvements. This project will consist of constructing a new detention basin and amenities along with an upgraded storm sewer system at the intersection of Washington and Russell Street. The basin improvements will be complete before the…
(Read the Rest…)
No post found


Blasting completed for Chicago stormwater tunnel shaft
Aug. 05, 2017
CHICAGO (AP) — Blasting operations for the construction of an intake shaft for a Chicago stormwater tunnel have been completed.
Chicago Transportation officials announced Saturday that work on the Albany Park Stormwater Diversion Tunnel Project is on schedule.
The tunnel is expected to help reduce the potential for flooding in the Albany Park neighborhood.
Two 150-foot deep shafts will be connected by a mile-long tunnel under Foster Avenue to move excess storm water to the North Shore Channel.
Transportation Commissioner Rebekah Scheinfeld said crews are starting work on the channel that will allow overflow from the Chicago River's North Branch to flow into the intake shaft.
The North Shore Channel has a greater capacity to hold the overflow than the river's North Branch.
The project is expected to be completed by May.


Check valve is one of the widely used industrial valves used in pipelines system to prevent the mediums from flowing back. Usually, there are five common used types of check valves: one is swing check valve, second is lift check valve, third is compression check valve, forth is wafer butterfly type check valve, fifth is line check valve.
A. Lift check valve:
The lift check valve is one kind of check valve whose disc slides along the vertical centerline of the valve body. The lift check valve can only be installed on a horizontal pipeline. The disc can be designed into a ball shape on a high pressure small diameter check valve. The valve body shape is similar like that of the globe valve, so for the lift check valve, its flow resistance is larger. The structure of the lift check valve is similar with the globe valve, and its valve body and disc are same like that of the globe valve. The upper part of the valve disc and the lower part of the bonnet are equipped with guide sleeves, and the valve disc guide sleeve can be freely raised and lowered in the bonnet guide sleeve. When the medium flows downstream, the disc will be opened by the thrust of the medium, when the medium stops flowing, the valve disc falls on the valve seat by itself, preventing the medium from flowing back. The direction of the medium inlet and outlet channels of the straight-through lift check valve is perpendicular to the direction of the valve seat channel. For vertical lift check valve, the direction of the medium inlet and outlet channels is the same as that of the valve seat channel, and the flow resistance of the vertical lift check valve is smaller that that of the straight-through type lift check valve.
B. Swing check valve:
The disc of the swing check valve is in the shape of a round plate, and rotates around the axis of the valve seat channel. Because the flow channel inside the valve body is streamlined, the flow resistance of swing check valve is smaller than that of the lift check valve. It is suitable for large diameter pipelines with low flow rate and infrequent flow changes, and is not suitable for pulsating flow, the swing check valve’s sealing performance is not as good as that of the lift check valve. The swing check valve is divided into three types: single disc swing check valve(single plate/single door swing check valve), double disc swing check valve(or double plate/double door swing check valve), muiti-disc swing check valve(multi-door swing check valve,multi-plate swing check valve). these three types are mainly divided according to the diameter of the swing check valve, are used to reduce the hydraulic shock when the medium stops flowing or flows back.
C. Compression Check Valve
The compression check valve is used for boiler water supply and as the shut off valve for steam. It has the comprehensive function of lift check valve and globe valve or angle valve. In addition, there are some other check valve who are not suitable to be installed in the outlet of the pump, like foot valve, spring type check valve, Y type check valve, etc.
D. Wafer butterfly type check valve.
Wafer butterfly type check valve is one kind of check valve whose disc rotates around the pin in the seat. The wafer butterfly type check valve has a simply structure, can be only installed in horizontal pipelines, and its sealing performance is poor.
E. Line check valve.
Line check valve is a check valve whose disc slides along the centerline of the valve body. Line check valve is a new check valve, which is small in size, light in weight, and good in processing technology. It is one of the development direction of the check valve. However, the fluid resistance coefficient of the line check valve is slightly larger than that of the swing check valve.


Siliqua - Italy
Cixerri Land Reclamation Authority
1972 - 1983
Description for Casteddu Irrigation Project (Italy)
Three-dam projects for irrigation purposes.
- Medau Zirimilis Bituminous Faced Rockfill main dam ( BFRd, H = 60 m, L_crest = 500 m, V = 1.4 Mm³ )
- Carru Segau Bituminous Faced Rockfill secondary dam ( BFRd, H = 16 m, L_crest = 1'220 m, V = 0.4 Mm³ )
- Rio Sa Schina de Sa Stoia concrete weir ( H = 11 m, L_crest = 55 m )
- Rio Mannu concrete weir ( H = 6.2 m, L_crest = 19 m )
- Intake tunnel ( L = 1'381 m, D = 2.7 m, Q = 24 m³/s )
- Spillway ( Q = 681 m³/s )
- Auxiliary spillway ( Q = 157 m³/s )
- Bottom outlet
Batoka Gorge Hydropower (Zambia/Zimbabwe)
The prestigious project of Batoka Gorge, with...
Beles Multi-purpose Project (Ethiopia)
The Beles multi-purpose project is a hydropower...
Arda Cascade (Bulgaria)
Hydropower cascade including the existing plants of Karjali (IP = 106 MW),...
Lefkara Storage Plant (Cyprus)
Storage works for Famagusta urban water supply.
Bosa Multi-purpose Project (Italy)
The Monte Crispu arch-gravity dam was realized...
Legadadi Dam (Ethiopia)
The purpose of the reservoir is to...
Giurgiu Ramiresti Irrigation (Romania)
Irrigation scheme with water from the Danube and irrigated area of 155'000...
Bwari Aqueduct (Nigeria)
Water supply system for the district of Abuja, including pipelines, pumping...
Porto Romano Multi-Purpose Project (Italy)
Yacht Harbour is on the right side of the Tevere River floodplain, about 1 km...


At midnight on May 24, 2018, power output of Xekaman 1 hydropower project in Attapeu, Lao PDR exceeded 2 billion kWh to 2,001,508,100 kWh. Power generation and operation of power plants, reservoirs, dams, transmission systems are stable, safe and secure in accordance with the Power Purchase Agreement with Electricity of Vietnam.
230kV switchyard and 230kV line from Xekaman 1 to Pleiku 2, Vietnam
Xekaman1 hydropower project, with designed capacity of 290 MW, consists of two Units (145MW each) and the Xekaman Xanxay hydropower plant with design capacity of 32 MW including 02 units (16MW each), which can gain a capacity of 36MW altogether). Unit 1 of Xekaman Xanxay hydropower plant has been operating since January, 2018, Unit 2 is scheduled to come into use in June, 2018. Xekaman1 hydropower project has an average annual output of 1.300 million kWh.
XEKAMAN XANXAY hydropower plant
As of May 23, 2018, total power output of the plants reached 477,166,100 kWh out of 1,227,024,300 kWh of the annual plan. All generated power is exported to Vietnam via 230kV transmission system from Xekaman 1 hydropower plant to Pleiku2 – Vietnam 500kV substation.
By Pham Ngoc Dung


The wave energy these days has become a major source of generating electricity without creating any disturbance or polluting the environment. As we know the earth’s surface is mostly covered with water, the wave energy has vast applications. In the present scenario, various wave projects are undertaken to utilize the wave energy effectively.
The waves of the water are used as a source to move a turbine which in turn rotates the generator and produces electricity. So here is a list of 5 wave power projects designed to save our world.
1. World’s first wave power plant takes shape off the coast of Portugal
The Portugal has taken a step forward toward green energy production and developed the world’s first wave power plant. This plant has a capacity of producing 2.25 MW of energy without imparting any harmful effect on environment. It produces complete ecofriendly and clean energy by using waves as a source. This wave plant was set up on Portugal’s coast and it includes three giant rubber tubes to harness the wave energy and convert it into electrical energy. This wave power plant is partially submerged and is 3.5 m in diameter with a length of 140 m. These individual plants can produce 750 KW of clean energy. The company is planning to increase the production capability to 21 MW.
2. Bridgwater Bay tidal lagoon wave power project
The ‘Bridgwater Bay Tidal Lagoons’ project is one of the most anticipated projects which is based on a wave power concept. This project is selected from the ten best wave power projects examined during the last six months. This project would stretch across estuary from Brean Down to Hinkley Point. This project is estimated to generate 2.6 TWh of power per year. According to the project developers this project will be less damaging to wildlife than barrage schemes. The estimated cost of the project is assumed to be between £3.4-£4.1 bn. This project after its completion will surely be one of the best wave project ever made.
3. World’s largest tidal power project coming to Korea
Next is the Tidal power project which is going to be started in Korea. This project is believed to be the largest Tidal power plant until date. The project is being developed by Lunar Energy that would create a 300-turbine field in the Wando Hoenggan Water Way off the South Korean coast by 2015. The project is estimated to produce 300 MW of clean and ecofriendly energy that can be used on a large scale to provide electricity. It is estimated that the energy produced through this plant can light up 2, 00,000 homes.
4. MIT develops innovative pilot wave power plant in Portugal
Next up is the Innovative power plant that is being developed by MIT. This project is set up in Portugal and is estimated to generate 750 KW of power per year. This energy can be used to light up approximately 750 homes. The project is being developed by professor Chiang Mei and his colleagues who are currently working at MIT. The project developed by his team can actually predict the wave forces and guide the various design decisions that can be implemented to convert the captured mechanical energy into electrical energy.
5. Scotland’s new wave energy plant to power 13,000 households
This wave energy power plant has the capability of generating approximately 200 MW of power. The wave energy power plant which is being developed by Pelamis has teamed up with European energy giant Vattenfall. And now the power plant will be developing approximately $100 million worth of wave energy every year. The new project, dubbed Aegir, will be generating 200 MW of power which will satisfy renewable electricity need of 13 000 households per year.


- Additional information
This model has standard, traditional pressure switch, pressure gauge, float switch, manometer, and five-way connector with check valve.
EJWm pump is self priming (8 m) type
CH24-EJWm/10 H-30/42 & 35/50:
This model has newest designed and developed electronic control unit which is EPIC-Basic. Pressure settings are strictly adjusted as to 3.0/4.2 bar or 3.5/5.0 bar, respectively with this Epic unit, pressure and dry run protection provided electronically
– Water supply
– Garden irrigation
– Negative suction installations


(Last Updated on : 28/02/2012)
Dams of Jammu & Kashmir have been constructed with the main purpose of power generation. Apart from generating power to the hilly terrain, the dams of the valley also add to its tourist attraction. The dams of Jammu and Kashmir include the Salal Project, Baglihar Dam, Chutak Hydroelectric Project, Dumkhar Hydroelectric Dam and Uri Hydroelectric Dam
Salal Project of Jammu and Kashmir
The main dams of the state are the Salal Project
and Baglihar Dam
. The Salal Project mainly deals with the power generation function in Jammu and Kashmir and the Power Station has a capacity of around 690MW of electricity and annually it generates around 3101 million units. The Power Project has been constructed on the Chenab River
in the Udhampur district of Jammu and Kashmir. The dam is supervised by the NHPC (National Hydroelectric Power Corporation). The power project has been serving the states of Jammu and Kashmir, Uttar Pradesh
, Himachal Pradesh
since its construction. It has six power generating units altogether and the capacity of each of this units is 115 MW.
Baglihar Dam of Jammu and Kashmir
The Baglihar Dam or the Baglihar Power Project on the other hand has also been constructed on the Chenab River
but in the southern Doda district
of the state. The construction of the project had begun in the year 1999 and the first phase of its construction was completed in 2000 after its construction plan was commissioned in 1992This power project has a capacity of around 450 MW and was dedicated to the nation by Manmohan Singh
, the prime minister of India on 10th of October, 2008.
Chutak Hydroelectric Project
It is a run-of -the-river power project on Suru River. The project construction began on September 23, 2006 and is commissioned by Feb 2011. The project envisages utilizing a gross head of 63.4 m to generate 216.41 GWh in a 90% dependable year with an installed capacity of 44 MW. Each 11 MW Underground generating unit will operate under a rated head of 52 m and a rated discharge of 24.05 cubic metres per second..
Dumkhar Hydroelectric Dam
This project has been constructed on the Indus River in the Leh district
of Jammu ands Kashmir. It is a 42 m high and 220m long concrete gravity dam across Indus River
with FRL 2856 m and MDDL 2853 m.
Uri Hydroelectric Dam
This is a 480 MW hydroelectric power station on the Jhelum River
near Uri in Baramula district of Jammu and Kashmir, India. It is located very near to the de-facto border between India and Pakistan. The project is largely built under a hill with a 10 km tunnel. It is of the run-of-the-river type without a large dam, since the Indus Waters Treaty gives Pakistan the exclusive right to regulate the Jhelum River.
The power projects of Jammu & Kashmir serve not only the valley but the neighbouring states as well. The inflow of tourists to these dam areas is an important area of business for the state of Jammu and Kashmir.


HEU HYDRAULIC PUMP DRIVE SHAFT REPLACEMENT (Sheet 2 of 2)
Install drive shaft assembly (A) on to pump shaft (B).
Extend drive shaft assembly (A) onto P.T.O. shaft (C).
With drive shaft assembly in place, slide collar (D) tightly against pump side of drive shaft (A).
Using a 7/32 inch screw key, tighten screws (E).
Service hydraulic reservoir (LO-12).
End of Task


Home Elevators are used for Vertical Travel within a Multi Storeyed Private Villa, Bungalow, Etc. Home Elevators can also be used for vertical transportation People with Disability.
Refined Hydraulic System with Advanced Control System is used to Provide smooth Travel. Holeless Indirect Hydraulic System is used.
This Hydraulic lift is Available in Two Power Options, Single Phase and Three Phase according to the availability of Power at Site.


Terre Haute Lost Creek Lift Station Project
Project Description: The project included construction of a 22 MGD sanitary lift station and approximately 320 feet of 30-inch force main to replace the existing lift station on the same site. The new lift station featured a cast-in-place concrete screen channel, wet-well, valve vault, masonry building, submersible pumps with VFD controls, dual channel mechanical screen equipment, equipment hoist, diesel generator, site lighting, and various site improvements. The project also included stream bank and channel stabilization along the perimeter of the site and demolition of the existing lift station to allow space for additional site improvements.
Approximate Construction Cost: $5,500,000
Breadth of Services Provided: Survey, Land Acquisition, Design Engineering, Permitting, Construction Administration


Dayliff DDG 1000 Pump
KSh9,000 Incl. VAT
- Centrifugal single impeller non-self-priming design
- High capacity copper wound motor designed for continuous operation and provided with a thermal overload cut out
- Stainless steel for the pump body, shaft and backplate, with the impeller made from polypropylene.
- Can be directly connected to the mains power supply through a 10A fuse or MCB.
- Uses: Suitable for drainage, agriculture and industrial application for slightly corrosive liquids or where a high level of liquid purity is required
The DAYLIFF DDG pump is of single-stage centrifugal impeller self-priming design suitable for small scale irrigation, water boosting and water transfer applications. Materials of construction are stainless steel for the pump body, shaft and backplate with the impeller made from polypropylene. The pump is provided with a handle for easy portability and a priming screw and a drain plug.
Also available is the ‘AutoPress’ automatic booster system which incorporates a 19L horizontal diaphragm tank, pressure switch and pressure gauge for automatic pump operation.
The pump is close coupled to a single-phase motor designed for continuous duty. It is provided with a thermal cutout for overload protection and can be connected directly to the mains power supply through a 13A power on MCB.
|Dimensions||336 × 201 × 244 mm|
|Dimensions (mm) - DN1||
|Dimensions (mm) - DN2||
|Dimension (mm) - L||
|Dimension (mm) - W||
|Dimension (mm) - H||
Domestic Centrifugal Pumps
1 x 240V
|Maximum Operating Current (A):||
Thin, slightly aggressive liquids without solids or fibres
|Recommended Fluid Temperature:||
-10 °C to +35 °C
up to +40 °C
|Maximum Suction Lift:||
up to 6m (at sea level)
Cut-in Pressure – 1.5Bar, Cut-out Pressure 3Bar


River and stream awareness level at yellow
April 27, 2023
The Hot Springs County River and Stream Awareness level is currently at yellow.
Awareness level yellow will apply:
When release flows from Boysen Dam reach 3,000 cubic feet/second (cfs).
When short or long-term forecasts indicate conditions are likely to require vigilance such as:


Water Storage and Distribution Systems
Modesta-Silangan Water System
Construction of the 5 million liters (ML) Silangan Reservoir located i...
San Juan Reservoir
Construction of 111 million liters (ML) water reservoir with three equ...
Design and construction of a 25 million liters (ML) water reservoir. T...
Design and build of a 20ML, partially buried double-chamber rectangula...


Municipality to finalise the awarding procedures and task the contractor to start the project
Abu Dhabi is set to award a contract for a AED 39 million ($10.6m) construction project to upgrade the rainwater drainage system, according to the UAE state news agency WAM.
The Department of Municipal Affairs and Transport and the Abu Dhabi City Municipality plan to undertake the works during the third quarter of this year, with the project set for completion two years after the start date.
The phased project covers completing the construction of rainwater drainage networks, along with the required pumping stations in various parts of Abu Dhabi city.
The Municipality “will finalise the awarding procedures and task the contractor to start the project works according to the pre-set project schedule,” it was reported.
The rainwater drainage project involves modifying existing rainwater drainage works in order to improve the efficiency, increase the drainage capacity of rainwater and ground water, and thus prevent the chance of flooding.


7.4 Maf Water Stored In Mangla Dam
Sumaira FH Published August 16, 2016 | 07:13 PM
LAHORE, (UrduPoint / Pakistan Point News - 16th August, 2016) : Mangla Dam has filled to its maximum storage level of 1242 feet above mean sea level, said WAPDA spokesman here on Tuesday. He said that Mangla Dam, the first-ever mega multi-purpose project in Pakistan, was completed in 1967 with storage capacity of 5.88 maf (million acre feet), which reduced to 4.6 maf due to sedimentation till 2004.
Subsequently, Mangla Dam Raising Project was initiated in 2004 with a view to maximising hydro potential of River Jhelum and it was substantially completed in December 2009. The dam was raised by 30 feet in December 2009 to increase water storage level of the reservoir upto 1242 feet above mean sea level.
Thus, water storage capacity of the Mangla reservoir increased to 7.4 maf from 4.6 maf. As a result of the raised Mangla Dam, the additional 2.88 maf of water could irrigate another 1.314 million acres of land, and generate 644 million additional units of electricity per annum from the existing Mangla Hydel Power Station, he added. The raised Mangla Dam has become the biggest water reservoir in the country surpassing Tarbela, which has a live storage capacity of 6.45 maf.
Meanwhile, the position of the river inflows and outflows at Tarbela, Mangla and Chashma along with the reservoirs levels and the barrages today is as under: Rivers: Indus at Tarbela: Inflows 199400 cusecs and Outflows 164800 cusecs, Kabul at Nowshera: Inflows 31900 cusecs and Outflows 31900 cusecs, Jhelum at Mangla: Inflows 28300 cusecs and Outflows 13900 cusecs, Chenab at Marala: Inflows 77600 cusecs and Outflows 49000 cusecs.
Barrages: Jinnah: Inflows 211200 cusecs and Outflows 204700 cusecs, Chashma: Inflows 223800 cusecs and Outflows 190000 cusecs, Taunsa: Inflows 236600 cusecs and Outflows 220000 cusecs, Panjnad: Inflows 85300 cusecs and Outflows 70500 cusecs, Guddu: Inflows 310600 cusecs and Outflows 282300 cusecs, Sukkur: Inflows 273400 cusecs and Outflows 217200 cusecs, Kotri: Inflows 106000 cusecs and Outflows 76200 cusecs. Reservoirs (Level and Storage): Tarbela: Minimum operating level 1380 feet, present level 1538.15 feet, maximum conservation level 1550 feet, live storage today 5.654 million acre feet (MAF).
Mangla: Minimum operating level 1040 feet, present level 1242 feet, maximum conservation level 1242 feet, live storage today 7.406 MAF. Chashma: Minimum operating level 637 feet, present level 648 feet, maximum conservation level 649 feet, live storage on Tuesday 0.240 MAF. The inflows and outflows of River Indus at Tarbela and Chashma, River Kabul at Nowshera and River Jhelum at Mangla have been reflected as mean flows of 24 hours, whereas the other flows have been gauged at 6.00 a.m.


Liquid level measurement
Our constant flow regulators are widely used to measure liquid level both in an open and a vented tank. Measuring the liquid level with a bubble tube system is a simple, accurate and a low cost method.
A bubble tube system is a simple, accurate, reliable and a low cost method of measuring liquid level in an open or a vented tank.
A low but constant flow of air or an inert gas is purged through a dip tube of which the open end is located near the bottom of the tank. The flow needs to be just enough to overcome the hydrostatic pressure produced by the liquid level and to release a constant stream of bubbles from the open end of the dip tube.
As long as the flow remains constant and uninterrupted the liquid level in the tank is proportional to the pressure inside the dip tube. A low cost pressure or a differential pressure transmitter is used to detect the variation in this pressure giving an accurate liquid level reading.
A water purge is used instead of air in level measurements of higher consistency mediums or contaminated liquids (e.g. pulp level in pump stand pipes).


The US Bureau of Reclamation has awarded a US$1M contract to Eagle Rock Timber Company for the construction of a machine shop at Palisades dam power plant on the Snake river, about 88.5km southeast of Idaho Falls, Idaho.
The primary work involves furnishing and constructing a machine shop addition structure, including structural excavation and structural steel work. The contractor will also remove and relocate a 5t crane presently at the construction site along with other miscellaneous duties related to the task.
‘This project will help ensure the continued safe operation of Palisades dam while also providing a secure area for Reclamation employees,’ said William E. Rinne, Acting Commissioner.
The project is expected to be completed by February 2007. Palisades dam and reservoir is a multi-purpose project constructed in 1957. It provides supplemental water supply to about 271,149ha of irrigated land, and furnishes hydroelectricity in the Upper Snake River Valley for irrigation pumping units, municipalities, rural cooperatives, and other power users.


Search by city or zip code. Press enter or select the go button to submit request
Local weather forecast by
Radar - GRR
Radar - DTX
Radar - APX
Radar - IWX
Radar - MKX
What is AHPS?
River at a Glance
Weekly Chance of Exceeding Levels
Chance of Exceeding Levels During Entire Period
Short-term Probabilistic Guidance (Experimental)
Downloads for Thornapple River at Caledonia (CLDM4)
Advanced Hydrologic Prediction Service (AHPS) River Gauge Current and Forecast Flood Stages
Scale to Flood Categories
RSS files for CLDM4
Weekly Chance of Exceeding Levels Images:
Chance of Exceeding Levels During Entire Period Images:
Thornapple River at Caledonia - Looking Downstream at Bridge
Thornapple River at Caledonia - Looking Downstream from Bridge
USGS Gaging Station on the Thornapple River at Caledonia
Interior of USGS Gaging Station on the Thornapple River at Caledonia
LaBarge Dam Looking Upstream on the Thornapple River
Thornapple River at the LaBarge Dam at high flows.
Thornapple River near Caledonia looking downstream at 84th Street Bridge during high flows.
USGS River gaging station on the Thornapple River near Caledonia.
Thornapple River near Caledonia at flood stage.
Thornapple River at LaBarge dam at flood stage.
Return to Area Map
National Weather Service
Grand Rapids Weather Forecast Office
4899 Tim Dougherty Drive SE
Grand Rapids, MI 49512-4034
Page last modified: 2-Nov-2020 7:30 PM


- Ideal for lawns and gardens
- Large droplets
- Even water distribution
- Double O-ring
- 20 kPa low pressure operation
This large shaker sprinkler head is ideal for small to medium sized lawns and gardens. The larger droplets are perfect for windy areas results in even water distribution. The design of the shaker head is perfect for low pressure applications.


Reservoir drawdown for Mississippi River complete in region
BEMIDJI – The U.S. Army Corps of Engineers has completed its drawdown of the Mississippi River Headwaters reservoirs in preparation for potential flooding due to the spring melt.
The Corps’ six reservoirs – Leech Lake near Federal Dam,; Winnibigoshish Lake near Deer River; Pokegama Lake near Grand Rapids; Big Sandy Lake near McGregor; Cross Lake near Crosslake; and Gull Lake near Brainerd – all were part of the drawdown.
The Corps manages the reservoirs to reduce the flood risk in Aitkin, according to a news release issued Thursday by the Corps.
Once the melt begins, the Corps, along with the National Weather Service, monitors the river conditions, ice jams and weather conditions, including rainfall predictions, manage flood risks.


:  Jakarta Barat
Water Supply Pressure Booster Packages
The Lowara GHV series booster sets are fully automatic booster sets for water supply. They are equipped with 2-4 variable speed pumps with a Hydrovar pump controller, pressure transmitters and control panel, all mounted on a frame for easy installation. The Hydrovar pump controller is easy to program, designed for maximum energy efficiency and can communicate with a BMS system via Modbus.
The GHV series can be fitted with e-SV vertical multistage pumps.


Viarom will rehabilitate DJ 132, bordering Harghita county (Rupea, Homorod, Mercheasa, Jimbor). The road is an alternative road link between Brasov and Harghita counties.
– stormwater runoff through ditches, road and sidewalk gutters;
– construction of transverse decks, side road decks, access decks;
– rehabilitation or construction of new bridges.
The project includes the construction of the road structure of the 18 km long intercounty road, with all the roadway, sidewalks, side roads, sidewalks and public transport station alcoves.