Satellite imagery: Grand Ethiopian Renaissance Dam's new reservoir is starting to fill
Maxar Technologies has recently collected new satellite imagery of northwestern Ethiopia that focuses on the status of the Grand Ethiopian Renaissance Dam (GERD) and the Blue Nile River.
This massive construction project (nearly $5 billion USD) that has been under construction since 2011 will become the largest dam in Africa and affect Sudan and Egypt, as the river flows north from the dam and, ultimately, becomes the vitally important Nile River.
Maxar’s most recent satellite imagery collected on July 12th reveals that a large reservoir has started to fill behind the dam. Some estimates claim that it may take as long as 5-7 years to fill the reservoir completely.
In the recent Maxar satellite images, significant changes can be seen in the area over the past two weeks as the water levels begin to rise and the reservoir begins to form.


Intex 28652 sand filter pump is the best combination of a filtering device, cost optimization and pool water cleaning.
This device is suitable for above-ground pools that have a maximum capacity of 19.150 litres with a diameter of 488 cm and above. It has a flow capacity of 12000 litres per hour.
- Flow capacity of the filter pump: 12.000 l/h (3,200 ghp)
- Flow capacity within the pool: 9.200 l/h (2450 gph)
The filter is provided with a 6-function valve:
Our Intex sand filter pump requires the use of quartz sand at the beginning which can be used for about 5 years before being replaced.
Type of sand to be used: ground quartz
Silicon content = 99%
Particle size = 0,4 - 0,8 mm
The sand is NOT included.
The sand filter is supplied with the following accessories:
- Two 38mm tubes
- 12h cycle timer
- pressure meter
- basket for leaves and debris
- sand capacity: 55 kg (NOT INCLUDED)


Design and construction of hydraulic cylinders for over 25 years.
– Standard cylinders
– Welded cylinders
– Tie rod cylinders
– Cylinders with externally bolted heads
– Telescopic cylinders with two or more extensions
– Stainless steel cylinders
– Cylinders personalised to customer specifications
All products can be supplied in paint finished or galvanised.


Potpec is a 54MW hydro power project. It is located on Uvac river/basin in Zlatibor, Serbia. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. The project construction commenced in 1964 and subsequently entered into commercial operation in 1967. Buy the profile here.
The gross head and net head of the project are 38.4m and 37.6m respectively. The project generated 180 GWh of electricity.
The project construction commenced in 1964 and subsequently entered into commercial operation in 1967.
The turbines for the hydro power project have been supplied by Andritz Hydro and Litostroj Power.
Koncar Generators and Motors supplied 3 electric generators for the project. The generator capacity is 20 MVA.
For more details on Potpec, buy the profile here.


water pump / oil / hydraulic motor / screw
DESMI Pumping Technology A/S
heavy-duty, vertical, booster, stainless steel
30 m³/h (1,059.44 ft³/h)
10 bar (145.038 psi)
The DOP-160 is manufactured by DESMI Pumping Technology A/S. It is a vertical heavy-duty screw pump, with a maximum pump capacity of 30 m³/h. It is available with discharge connections including a 3" Camlock, while flange and other alternatives are available on request.
The pump is made of standard and quality materials. It has an aluminium casing, high tensile plate wheel, and SS Ni-Resist screw. As options, it is available with stainless steel version, high torque hydraulic motor, and annular water injection flanges. The discharge pressure is up to 10 bar / 145 psi maximum. The dimensions of the pump is 390 x 240 x 520 mm.


The valve is used to open and close the pipeline, control the flow direction, adjust and control the parameters of the transmission medium (temperature, pressure and flow) pipeline accessories. According to its function, it can be divided into shutoff valve, check valve, regulating valve, etc.
The valve is the control part in the fluid conveying system, which has the functions of cut-off, regulation, diversion, countercurrent prevention, pressure stabilization, diversion or overflow relief, etc. Valves for fluid control systems range from the simplest globe valves to those used in the most complex automation systems.
Valves can be used to control the flow of air, water, steam, corrosive media, mud, oil, liquid metal and radioactive media and other types of fluid. Valves according to the material is also divided into cast iron valves, cast steel valves, stainless steel valves (201, 304, 316, etc.), chromium molybdenum steel valves, chromium molybdenum vanadium steel valves, double-phase steel valves, plastic valves, non-standard custom valves.


electrically-powered hydraulic pump / compact
700 bar (10,153 psi)
The electro-hydraulic pump EP700-A is intended for connecting crimping, cutting and punching heads with working pressure of 700 bar. It is suitable for energy supply and utility companies, transportation companies, power stations and their service providers as well as in industrial cable assembly.
Sturdy and powerful assembly pump. After reaching max. working pressure, the electro-hydraulic pump EP700-A experiences no pressure loss; in addition it has an integrated air valve for safe oil pressure release. Pivoting hydraulic coupling for easy handling. Functional cable holder for easy transportation.


- The pump casing shall have material of construction of Cast Iron FG 260 (standard supply), CF8, CF8M, axial suction and radial discharge port, dynamically balanced impeller, steel shaft, stainless steel shaft sleeve.
- The pump shaft sealing will be by either gland packing or mechanical shaft seal suitable for 16 bar or 25 bar pressure rating based on shut off pressure of the pump.
- The pump shall be close coupled with a totally enclosed fan cooled type (TEFC) Induction motor, with F class insulation, S1 duty and IP55 protection, suitable for 3 phase, 415 volts, 50 and 60 Hz power supply.
- The pump shall have back pull out design so as to enable the rotating parts to be removed and serviced without dismantling the suction and discharge pipe work.
- All cast iron parts shall be CED (cathode electrode deposition) coated for corrosion resistance with uniform coating and controlled deposition thickness of 20-30 microns.


We completed due diligence, and then post-purchase rehabilitation works. These involved reviews, studies and design related to the dams.
Ambuklao comprises a 129m-high central core rock fill dam with a 8 by 12.5m by 12.5m radial gated ogee spillway, steep chute and flip bucket outlet discharging 11,000 cumecs at PMF, a 75 MW underground power station and 327 million m3 capacity storage.
Binga is immediately downstream of Ambuklao, and comprises a 107m-high zoned earth-rock fill embankment with inclined core, radial gated ogee spillway with steep chute and flip bucket, a 100 MW power station and 48 million m3 storage capacity.
- Dam safety audits
- PMF routing studies
- Dam break studies
- Seismic review study
- Rehabilitation works scoping, design, costing
- Dam monitoring database design and set-up
- Flood forecasting and warning system reviews
- Operation, maintenance and surveillance and rehabilitation standards review
- Preparation of OMS manuals and emergency action plans
- Quantitative landslide risk assessment study.


USGS OF 2008-1359
Bathymetric and hydraulic survey of the Matanuska River near Circle View Estates, Alaska
Publisher:U.S. Geological Survey
USGS Publications Warehouse
Conaway, J.S., 2008, Bathymetric and hydraulic survey of the Matanuska River near Circle View Estates, Alaska: U.S. Geological Survey Open-File Report 2008-1359, 20 p.
Coastal and River; Coastal and River Hazards; Engineering; Engineering Geology; Erosion; Geology; Hazards; River Erosion; Water
Top of Page


Govt.says storage status of 91 reservoirs healthy
The government has said that the water storage status of 91 important reservoirs of the country is healthy as on August 6, 2015.
In a statement, it said storage in these reservoirs was pegged at 78.366 BCM, which is 50 percent of total storage capacity .
This storage is 93 percent of the storage of corresponding period of last year and 99 percent of storage of average of last ten years.
The present storage position during current year is better than the storage position of last year and is also better than the storage of average of last ten years.
The total storage capacity of these 91 reservoirs is 157.799 BCM which is about 62pc of the total storage capacity of 253.388 BCM which is estimated to have been created in the country.


Inline Axial Flow Pump
The Boesch B-PRO propeller pumps are submersible single stage centrifugal pumps with open semi-axial impeller.
The motor is a three-phase asynchronous motor with a short circuit rotor. It is designed as a wet-running motor with a watertight insulated and rewindable winding. The electrical power feeder cable with protective conductor is direct connected. The pumps are applicable in horizontal and vertical position.
Pumps are suitable for delivering of clean or slightly dirty water, sand content <50 mg/l, temperature < 25°C.


"IPT Centrifugal Submersible Shredder Sewage Water Pump features an enhanced spiral shredder mechanism plate and carbide tipped impeller to prevent clogging and reduce maintenance when cutting through sludge type waste. Applications include sewage pumping stations, septic tanks, dirty water drainage, flood and emergency. Application Shredder pump, Dimensions L x W x H in. 16 1/4 x 10 1/2 x 23, Discharge Port in. 4, Thermal Overload Protection Yes, Flow GPH 13,200, HP 3, Max. Total Head ft. 60, Power Cord ft. 32, Seals Double mechanical, carbide, Volts 230, Pump Housing Stainless steel. Motor is single phase, rated continuous duty Thermal overload protection Cast-iron construction Includes double mechanical seal with carbide lower seal Carry handle Suction screen"


Rundle is a 50MW hydro power project. It is located on Spray river/basin in Alberta, Canada. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. Post completion of construction, the project got commissioned in 1951. Buy the profile here.
The project is currently owned by TransAlta with a stake of 100%.
The project generated 73 GWh of electricity.
The project got commissioned in 1951.
Andritz Hydro was selected as the turbine supplier for the hydro power project. The company provided 1 unit of francis turbine.
Voith Hydro Holding supplied 1 electric generator for the project. The generator capacity is 20 MVA.
Voith Hydro Holding supplied 1 electric generator for the project. The generator capacity is 35 MVA.
For more details on Rundle, buy the profile here.


Feds Announce Contract For Navajo Water Project
Two Water Pumping Plants Planned
An Arizona company has won a $13 million contract to build two pumping plants in northwestern New Mexico as part of the Navajo Indian Irrigation Project.
The pumping plants are key to the project, which will provide water for the Navajo Nation's farming enterprise.
Interior Secretary Ken Salazar announced the contract with Archer Western Contractors, Ltd., on Wednesday.
The Phoenix firm will construct the pumping plants over a two-year period. The contract covers construction of the buildings, electronic operating controls and installation of the pumps.
The pumping plants are scheduled to be completed in the fall of 2011.


E-mail : email@example.com
Tel : 0086-510-81029561
Wuxi Fusheng Valve Industrial Co., Ltd.
No.128 Furongzhong Two Road, Wuxi Xishan Economic Development Zone, Jiangsu China
The FUSHENG Double Disc Check Valves are non-slam wafer check connection type, making the valve as efficient, lightweight, compact, low cost operation fluid control device. With independent springs design, it improves the application with reliability and longer valve life.


Cotter Dam water storage update
The storage capacity of the Cotter Dam was increased earlier this year to 76 197 ML, which is nearly 20 times its original capacity of 3847 ML.
This increases the Territory’s water storage capacity by 35 per cent and will play a key role in helping to secure the region’s future water supply.
The Water Storage site allows you to compare water storage levels and volumes for more than 300 major publicly-owned lakes, reservoirs and weirs across Australia.
As well as these individual storage systems, you can discover how much water is available in Australia, each State and Territory, capital city, drainage division and major supply system.


Injection Bottom Valve is a kind of energy saving valve. It is generally installed at the bottom of the underwater suction pipe of the water pump to prevent the liquid return back to the water source, it play the function of prevent backflow. The valve cover has a lot of water inlet and reinforcement, which is not easy to be block. The bottom valve is mainly used in the pumping pipeline.
Injection Bottom Valve Mold Advantages:
Novel product structure,
superior sealing performance,
long service time
We provide you with Injection Bottom Valve Mold, Injection Bottom Valve products and various other injection molds and injection molding products.


Current Temperatures in Degrees Fahrenheit
| Capitol Reef NP
| Henry Mountain
Current Flow in CFS
| Fremont River near Bicknell
| Escalante River near Escalante
| Green River at Green River
Data courtesy of USGS. For more information, click on the gage names at the top of this page, above the current flow statistics.


Aquatec Maxcon has completed electrical and mechanical upgrades to the Glenmore High Lift Water Pump Station as part of a project by Fitzroy River Water and Rockhampton Regional Council (QLD).
The $9.3million upgrade commenced in 2013 and while it’s still underway, Rockhampton Regional Council chair, Greg Belz, said the project has already produced positive results for the community.
“This project is another good example of how Fitzroy River Water is working to ensure a safe and reliable water supply for the Region,” Mr Belz said.
The upgrade includes the installation of four new high efficiency pumps, and new transformers and electrical switchboards that meet modern safety and design standards.
The upgrades enable the new pump station to be powered by a diesel generator in the event of a power outage.
The new pumps also have an increased pumping capacity, which will enable the pump station to supply at least 140ML and meet the future needs of the community.
Fitzroy River Water said the upgrades have also resulted in reduced power consumption, with a 27 per cent reduction in power consumption for the month of November, the first full month of operation for the new pumps.
“This is due to the increased efficiency of the new pumps and the ability to accurately monitor pump operation in real-time,” Mr Belz said.
The upgrade is expected to be fully completed by March 2016.


The most prestigious ongoing tasks: RACIBORZ DOLNY RESERVOIR (dry polder)
The Raciborz Dolny Flood Protection Reservoir on the Oder River is one of the key elements of the Oder River Valley flood protection. It is being created under the Oder 2006 Programme, as part of a passive and active flood protection system. The total capacity of the Raciborz Dolny Polder will amount to 185 million m3.
On 20.07.2011 Hydroprojekt finished the task “Complete building permit application for the project entitled: "Racibórz Dolny Reservoir on the Oder River in the province Silesia (polder)".
The above-mentioned documentation included:
- § updated maps for design purposes
- § water permit aplication
- § updated preliminary design of 2005.
Currently, negotiations are ongoing regarding the elaboration of the detailed design.


Farrington Dam, northcentral New Jersey
Farrington Dam is on the Lawrence Brook in Middlesex County, New Jersey and is used for drinking water purposes. Construction was completed in 1926. Its normal surface area is 211 acres. It is owned by New Brunswick City.
Farrington Dam is concrete. Its height is 34 feet with a length of 535 feet. Maximum discharge is 55 cubic feet per second. Its capacity is 3140 acre feet. Normal storage is 2450 acre feet. It drains an area of 34.4 square miles.
Lakes, Dams, and Recreational Facilities Near Farrington DamMill Pond Davidsons Mill Pond Helmetta Dam Devoe Lake Westons Arch Dam Weston Mill Pond Manalapan Lake Blackwell Mills Dam Honey Lake Northridge Pond Spooky Brook Dam Brainard Lake Hoaglan Farms West Dam Green Street Dam Turn Mill Pond Roosevelt Park Dam New Market Pond Plainsboro Pond Englishtown Lake East Branch Reservoir Peddie Lake West Branch Reservoir Lake Lefferts Matawan Lake Princeton Township Regional Basin G Dam Grover S Mill Dam Skillman Dam Etra Mill Dam Milton Lake Millhurst Lake Lake Topanemus Watchung Lake Lake Assunpink Robinson S Branch Reservoir Assunpink # 6 Dam Lake Mercer Bloodgoods Pond Stone Tavern Lake Seeley S Pond Jackson Pond
Bookmark this lake location.
Find other northcentral New Jersey area lakes and vacation ideas or return to the home page.
Other AreasClick the map to see lakes in other parts of the country.


Oscillating water column (OWC) is the most widely used wave energy converting technology in the world. The impulse turbine is recently been employed as the radial turbine in OWC facilities to convert bidirectional mechanical air power into electricity power. 3D numerical model for the impulse turbine is established in this paper to investigate its operating performance of the designed impulse turbine for the pilot OWC system which is under the construction on Jeju Island, Republic of Korea. The proper mesh style, turbulence model, and numerical solutions are employed to study the velocity and air pressure distribution especially around the rotor blade. The operating coefficients obtained from the numerical simulation are compared with corresponding experimental data, which demonstrates that the 3D numerical model proposed here can be applied to the research of impulse turbines for OWC system. Effects of tip clearances on flow field distribution characteristics and operating performances are also studied.


Construction and installation works
As part of works at the construction site during tanks and pumping station installation, we offer additional support at every stage of the investment.
The scope of construction and installation works performed by our specialists includes:
- Execution of brick, concrete, reinforced concrete construction works.
- Renovation, adaptation and reconstruction of buildings, tanks and underground chambers.
- Demolition works.
- Construction of external water supply and sewage networks with connections.


At AHydraulic we offer a wide assortment of Hydraulic Hand Pumps. These pumps are designed to convert mechanical energy into hydraulic energy by delivering fluid under pressure. They increase operational efficiency. They can be used for a range of industrial applications, providing a compact pressure source.
Do you need help in finding the best solution? Get in touch with us and we will gladly help you.Request advice


City of Deer Park 6th Street Reservoir Replacement
Base Bid: Construction of a 600,000 gallon composite concrete and steel elevated reservoir with associated water line and site work, including disconnection of the existing steel standpipe reservoir adjacent to the proposed reservoir site. The project also includes rehabilitation of the existing electrical panel and replacement of the level transducer at the Crawford Street Reservoir.
Specifications (click to expand/collapse)
Specifications and Plans - Complete Set (click to expand/collapse)
|6th Street Reservoir Bid Set||62.4 MB|


Kishtwar district of Jammu and Kashmir will be the new power hub when different hydroelectric projects started by the government are completed.
The surplus power from Kishtwar will not only be utilised for other parts of the UT, but will also be sold to other States in future.
1000 MW Pakal Dul Project, 624 MW Kiru Project, 540 MW Kwar Project and 930 MW Kirthai Project are all located in close vicinity of each other, along with 850 MW Ratle Project which has been revived as a Joint venture between the Centre and the J&K government.
Pakal Dul HE Project (1000MW) is under active construction after river diversion was carried out. The project will generate 3230 MWs annually and is expected to be completed by July 2025. Kiru HE Project (624 MW) is also under active construction. The river diversion was carried out recently and after completion it will generate 2272 MWs annually. The project is expected to be completed by July 2025.
The work on Kwar Hydro Electric Project (40MW) started in 2022 and the project will generate 1975 MUs annually and scheduled completion is in November 2026.
Ratle HE Project (850 MW) is under construction and work started by awarding EPC Contract in January 2022.
The scheduled date of commissioning of the project is 10th Feb 2026 and once commissioned, project will generate 3136 MUs annually. Kirthai-II HE Project (930 MW) is under investigation and will generate 3329.52MUs annually on commissioning.


Toolbox for control and optimization of water systems.
Python bindings for the Wanda API
Heat network models for RTC-Tools 2.
Hydraulic structures models for RTC-Tools 2.
Model for salt intrusion through shipping locks.
Library for communicating with Delft-FEWS
A python/modelica based simulation environment.
Typo fallback for FEWS-IO
Simple and hydraulic Modelica routing models for RTC-Tools 2.
Water allocation models for RTC-Tools 2.
Hydraulic network skeletonizer
Toolbox for control and optimization of water systems


Hydropower is the leading renewable source for electricity generation globally, supplying 71% of the renewable electricity and generating nearly 20% of the electricity from all type of sources. Hydroenergy Association profiles the world’s ten biggest hydroelectric power production facilities based on installed capacity.
Three Gorges, China
The Three Gorges hydroelectric power plant (HPP) is the world’s largest hydropower complex project, located in one of the three gorges of the Yangtze River in China with installed capacity of 22 500 MW. The power plant consist of 32 turbines of 700 MW each and two 50 MW power generators. Annual power output of the plant is estimated at 85 TWh. The generated power is supplied to nine provinces and two cities, including Shanghai.
Itaipu, Brazil & Paraguay
The Itaipu hydroelectric power plant is the world’s second largest HPP, located at the Brazilian-Paraguanian border with an installed capacity of 14 000 MW. Each year Itaipu generates 70 TWh of electricity, supplies about 17% of Brazil’s energy consumption, 72% of the energy consumed in Paraguay and avoids 67.5 million tons of carbondioxide emissions.
The Guri power project ranks as the world’s third biggest hydroelectric power station with an installed capacity of 10 200 MW. The Venezuelan facility is located on the Caroni River in the Bolivar State of southeastern Venezuela. The plant provides 12 900 GWh of energy to the country which means around 70% of the country’s energy needs are met by the Guri power plant.
Almost 80% of the energy generated in Brazil and consumed domestically origins from hydro power plants. The 8 370 MW Tucurui power plant in Tucurui, Para, Brazil is the fourth largest hydroelectric power plant in the world.
Grand Coulee, USA
The Grand Coulee hydropower project is currently the world’s fifth biggest HPP, located on the Columbia River in Washington,US with an installed capacity of 6 809 MW. The Grand Coulee hydropower station consist of three power plants commissioned between 1976 and 1980. The Hydroelectric power plant produces approximately 35% of the total renewable electricity in the US and 6.1% of the total electricity in the country.
The Sayano-Shushenskaya HPP, located on the Yenisei River in Khakassia, Russia, ranks as the sixth biggest hydroelectric power station worldwide. The power facility, operated by RusHydro, has an installed capacity of 6 400 MW. It generates 23.5 TWh of energy annually. The plant was shut down in 2009 following an accident which caused damage to nine of ten turbines. The replacement of the damaged turbines took over 5 years. Over 2 000 people were involved in the rescue work and liquidation of the consequences after the accident. The rebuilding of the energy rooms costed 880 million euro.
The Longtan HPP, located on the Hongshui River in Tian’e Country, China, is the seventh largest hydroelectric facility in the world and the sixth biggest in Asia. The installed capacity of the plant is 6 300 MW. Construction of the power plant started in May 2007 and the project became fully operational in 2009. The annual generating capacity is estimated at 18.7 TWh.
Krasnoyarsk hydroelectric power plant is currently the eight largest HPP in the world with an installed capacity of 6 000 MW. The construction of this project started in 1956 and was completed in 1972. The power plant consists of 12 generating units with a capacity of 500 MW each. The power station’s annual generating capacity is 18.4 TWh.
The Robert-Bourassa generating station is a hydroelectric power plant on the La Grande River in Canada. Its 16 units were gradually commissioned between 1979 and 1981. With an installed capacity of 5 616 MW it is the largest power station owned by Hydro Quebec and the largest underground power station in the world. The Robert-Bourassa HPP is located underground about 6 km downstream of the main dam.
Churchill Falls, Canada
The 5 428 MW Churchill Falls generating station, located on the Churchill River in Newfoundland, Canada, ranks as the tenth largest hydroelectric power plant in the world. This is also an underground power station and is the second-largest in Canada after the Robert-Bourassa. Currently Churchill Falls generates 1% of the North America’s hydroelectric power.


Predicting Sediment Detachment and Channel Scour in the Process-Based Planning Model ANSWERS-2000
MetadataShow full item record
The new model (ANSWERS-2000) was evaluated on three watersheds and its predictions were compared with the previous version of ANSWERS. On the largest watershed (2070 hectares), both models appeared to predict sediment loss adequately. On the second watershed (1053 hectares), ANSWERS-2000 improved sediment yield predictions compared to the original model. Neither model adequately described sediment loss from the smallest watershed (1.2 ha) used for validation. The sediment prediction errors were caused by errors in runoff prediction, despite an attempt to increase runoff prediction accuracy by calibration. The channel scour subroutine was evaluated by comparison with observed channel erosion data from the largest watershed. The new model appeared to consistently over predict scoured depth. However, more research is required to determine if the channel scour component is flawed or if the uncertainty in the observed channel scour data was large as suspected. Ultimately, the erosion prediction accuracy of the ANSWERS-2000 model was improved in two of the three upland evaluation data sets. The channel scour data set was not successfully validated. Model input parameter requirements increased significantly as a result of the new erosion and channel scour submodels.
- Masters Theses


India, Bhutan ink concession agreement for Kholongchhu hydroelectric project
The 600 MW run-of-the-river project is located on the lower course of the Kholongchhu river
A concession agreement for the 600 MW Kholongchhu Indo-Bhutan joint venture hydroelectric project was signed on 29 June 2020.
The agreement for the project was inked between the Bhutanese government and the Kholongchhu Hydro Energy.
The signing will lead to commencement of construction and other works of this first JV hydroelectric project between India and Bhutan. The project is expected to be completed in the H2/2025.
The 600 MW run-of-the-river project is located on the lower course of the Kholongchhu river in Trashiyangtse district in eastern Bhutan.
The project envisages an underground powerhouse of four 150 MW turbines with water impounded by a concrete gravity dam of 95 mtr height.
It will be implemented by Kholongchhu Hydro Energy, a joint venture company formed between Druk Green Power Corporation (DGPC) of Bhutan and Satluj Jal Vidyut Nigam (SJVNL) of India.
The 720 MW Mangdechhu hydroelectric project was jointly inaugurated earlier in August 2019 by the Prime Ministers of India and Bhutan.
With this, four hydroelectric projects of bilateral cooperation, 336 MW Chukha HEP, 60 MW Kurichhu HEP, 1,020 MW Tala HEP and 720 MW Mangdechhu HEP), totalling over 2,100 MW, are already operational in Bhutan.


The design of sluiced settling basins. A numerical modelling approach
The design of sluiced settling basins. A numerical modelling approach.
Project Report. HR Wallingford Ltd. (1992)
|Download:|document citation PDF (2038Kb)
|Abstract:||Settling basins can be used to prevent excessively large sediment quantities from entering irrigation canals; they work by trapping sediment in slowly moving flow produced by an enlarged canal section.
The report presents two numerical models which can be used in the design of these structures. One model predicts conditions as a basin fills with sediment: deposition patterns and, more importantly, the sediment quantities passing through the basin are predicted. A second model predicts the sluicing process; in particular it predicts the time required for a basin to be flushed empty using a low level outlet at its downstream end. The models and the assumptions which underlie them are described in detail, and model predictions are compared against field measurements from three sites. The models give accurate predictions and are a significant improvement on existing design methods, in both the scope and accuracy of predictions.
Aspects of basin design for which the models do not give guidance include determining the optimum width for a basin, the design of the basin entry and outlet, and the escape channel design. Each aspect is discussed and design methods are presented.
|Item Type:||Monograph (Project Report)|
|Subjects:||Water > General|
|Deposited On:||12 Dec 2007 16:00|
|Last Modified:||05 Aug 2014 11:34|
Repository Staff Only: item control page


ESRD – Springbank Road Off-stream Reservoir – Alberta - Project Profile
"ESRD – Springbank Road Off-stream Reservoir – Alberta - 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 "ESRD – Springbank Road Off-stream Reservoir – Alberta - 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.
Environment and Sustainable Resource Development (ESRD), Government of Alberta, is planning to construct a reservoir in Alberta, Canada.
The project involves the construction of a water storage dam that stand at 50m in height with a storage capacity of 49 million cubic meters covering 570ha area.
The project consists of a diversion weir on the Elbow River, a 4.5km long canal to carry water from the river to the off-stream reservoir, and improvements to natural channels to release water back to the river.
Amec Foster Wheeler Plc has been appointed as surveyor while Stantec Consulting has been appointed for undertaking design, engineering, and environmental impact assessment for the project.
In the second quarter of 2014, public consultations on the project were initiated.
Environmental Impact Assessment (EIA) and public consultation are on going simultaneously. Construction works on project are anticipated to take two years for completion.
Project facing delay due to environmental impact on their treaty lands.
The Springbank Road Off-stream Reservoir project involves the construction of a water storage dam that stands at 50m in height with a storage capacity of 49 million cubic meters covering 570ha area near Calgary, Alberta and Canada.
The US$173 million project includes the following:
1. Construction of a dam
2. Construction of a 4.5km long canal
3. Laying conveyance pipelines
4. Construction of intake and outlet gates
5. Installation of underground pipelines
6. Installation of safety systems
7. Construction of related infrastructure facilities
Reasons To Buy


Project Title: Water Pump Station Modifications
Contract No.: 07964-29626-141
Contract Amount: $1,967,000
Job Duration: March 2006 through January 2007
Agency: Stockton East Water District
Work Performed: In Phase 1 of the project Rados removed an existing 500HP electric driven vertical turbine pump and replaced it with a 700 HP electric driven vertical turbine pump system. Part of this change out included the installation of a new 4160 volt reduced voltage motor starter panel and modifications to the electrical raceway system. Phase 2 of the project included the installation of a new 12 KV Power Supply, step down transformer, extensive duct bank installations, and a new conduit raceway. We also installed two new 700HP, 4160 Volt VDF’s, and two new 480 Volt RVSS switchgears for seven vertical turbine pumps. As to the mechanical scope of work, Rados removed four diesel driven pumps and replaced them with three new electrically driven 36-inch diameter pumps. A new generator facility was constructed including the installation of four new generators, panels, switchboards, and transfer switches.


The Fluid System course undertakes education and research into devices and systems that use fluids. Students work on research aiming to develop higher levels of performance and functionality in fluid power systems (mechanical systems which transmit power through the medium of fluid), particularly hydraulic systems, by gauging the internal behaviors of fluidic devices such as pumps and valves, establishing hydraulic control systems using artificial intelligence, proposing new flow volume measurement methods, identifying new hydraulic servo systems and developing fluid systems with reduced levels of noise and vibration.
Current Teaching：Fluid MechanicsⅠ, Fluid MechanicsⅡ, Fluid Machinery, Design of Mechanical Systems Element, Advanced Electro-Hydraulic Control, Fluid Power System
Research Interest：Fluid Machinery, Fluid Power System, Control Engineering
Keywords：Dynamic Behavior in Positive Displacement Pumps, Hydraulic Servo Systems, Fluid Measurements, Neural Network, System Identification
Associate Professor：ICHIYANAGI, Takayoshi
Current Teaching：Fluid MechanicsⅠ, Fluid MechanicsⅡ, Design of Mechanical Systems Element, Science and Engineering Guide
Research Interest：Fluid System, Fluid Machinery, Fluid Power System, Fluid Borne Vibration
Keywords：Fluid Borne Noise and Vibration, Hydraulic Silencers, Positive Displacement Pumps, Hydraulic Actuator Control System


An update on the construction of flood management structure at Ikumapayi, Olodo, Ibadan. In July 2020, Governor Seyi Makinde visited the area after a flood and promised to address the issue of perennial floods in the area. The project is being executed by Egbeda Local Government Authority and is expected to be completed by November 2021.
Below is a slideshow of pictures of the construction at Ikumapayi, Olodo, Ibadan.
Pingback: Update on the Construction of Flood Management Structure at Ikumapayi Olodo Ibadan. | Oyo State Feedback Service


ZoneTight Pressure Independent
The PIQCV combines a differential pressure regulator with a 2-way control valve to supply a specific flow for each degree of ball opening regardless of system pressure fluctuations. The valve performs the function of a balancing valve and control valve in one unit. Available in sizes 1⁄2 and 3⁄4 inch. The Belimo ZoneTight Pressure Independent Zone Valve is the smallest pressure independent characterized ball valve in the market. It's low power consumption is up to 95% less than conventional zone valves.


A total of 61 power plants with an installed capacity of 41,206 megawatts (MW) are under implementation in Myanmar which will generate 2,45,203 kilowatt-hours (kWh) per year on completion. This will be in addition to the capacity of existing power plants, an official daily reported on January 2.
There are already 32 power plants with an installed capacity of 3,045 MW and yielding 2,45,203 kWh per year, the official daily New Light of Myanmar has said. With one more 25 MW power plant planned in the future, there will be a total of 94 power plants with an installed capacity of 44,276 MW and generating 2,65,389 kWh per year upon completion of all the plants. The 61 ongoing power plant projects are scattered in Kachin, Kayah, Kayin, Shan and Rakhine states, and in the Sagaing, Tanintharyi, Bago, Mandalay and Magway regions.
On December 15, 2010, Myanmar launched its largest hydropower plant at Yeywa in the northern Mandalay region.
Located on the Myitnge river, 50 km southeast of Mandalay city, the 790 MW Yeywa hydropower plant was installed with four 197.5 MW generators that will generate 3.55 billion kWh of electricity annually.
The RCC embankment and the Yeywa hydropower plant project were implemented by the Ministry of Electric Power-1 and the project involved a contract by the CGGC International of the Gezhouba Group and China's Sinohydro Corporation. The completion of the project adds nearly 50 per cent more to the power generating capacity in the country. A key aspect in the successful construction of the Yeywa RCC dam was comprehensive training of the local staff during preparative for and initial stages of the construction.
The project is expected to ease the country's electricity shortage and help develop central Myanmar.
Keywords: Myanmar power generation


30 Jan Work on design and build of Sh. Foakaidhoo Harbor is well underway
Work on design and build of Sh. Foakaidhoo Harbor is well underway, with overall 56% project progress. First shipment of precast concrete blocks required for quay wall construction have been delivered to the project site on 25 Jan 2022. We have completed channel dredging operations. Construction of revetment is currently ongoing.
The scope of the project includes, dredging operations of 45,795cbm, construction of a 464m quay wall, a 100m revetment, a 507m breakwater, installation of 2320sqm harbor pavement, installation of streetlights and navigation lights. The value of the project is MVR 52.7 million.


Odebrecht USA recently announced that it has been awarded a major hurricane flood-protection contract by the U.S. Army Corps of Engineers for the Jefferson Parish Lakefront community in the Greater New Orleans Area.
The $175 million project consists of four individual pump stations on the South end of Lake Pontchartrain, approximately 11 mi northwest of downtown New Orleans in Jefferson Parish, Louisiana.
Odebrecht previously completed a floodwall and two levee projects for the U.S. Army Corps of Engineers.
The new project includes the construction of Frontage Protection Floodwalls across the discharge basins at Pumping Stations 1 through 4. Also included in the project’s scope are significant improvements to two existing Breakwaters at Pumping Stations 2 and 3.


Lower flows on Gunnison River benefit recreational users as well as fisheries studies
With the power plant at Crystal Dam operating at full capacity (approximately 2,100 cubic feet per second) all summer, Blue Mesa Reservoir has dropped to 86 percent full, allowing the Bureau of Reclamation to conserve reservoir space and reduce flows into the Black Canyon of the Gunnison.
As of Monday, releases from Crystal Reservoir have been reduced by 100 cfs each day through Thursday, resulting in flows through the Black Canyon and Gunnison Gorge of 700 to 800 cfs.
An additional flow reduction of 100 cfs could happen next week, the Bureau reported, should water conditions make it necessary. Flows are expected to average around 600 cfs for September through November.
The lower flows will provide better flows for recreational users as well as fisheries studies by the Colorado Division of Wildlife set for late September. The flows also will ameliorate the brown trout spawn from mid-October through mid-November.
More reservoir storage also will allow higher power-production releases during the winter.


Reza Ardakanian, Energy Minister for Iran, has announced that 10 new major dams will be inaugurated in nine provinces across the country by March 2020. He added that when these dams started operation, they would also supply 26,000 hectares of land with water for irrigation.
Iran’s Energy Ministry has said that 17 hydropower plants are currently under construction, with a total capacity of 3800MW. Once all have been completed, the Energy Ministry says that the plants will generate 7700GWh annually.
Iran’s current power generation capacity stands at about 85GW, of which hydropower generates nearly 20 per cent. There are currently 54 hydropower plants with a total capacity of over 12,000MW operating in Iran.


Cordoba - Argentina
Panedile Argentina S.A.I.C.F. e I., Società Italiana per Condotte d'Acqua S.p.A. - Rome
1973 - 1985
Description for Rio Grande Hydropower (Argentina)
Hydroelectric Plant with Pumped Station.
- IP = 750 MW, max gross head = 204 m, Qt = 500 m³/s, Qp = 312 m³/s
- Main dam: zoned earth fill with impervious central core (H = 104 m, Crest L = 410 m, V = 3.6 Mm³)
- Saddle dam - zoned earth fill with impervious core (H = 50 m, Crest L = 1.475 m, V = 1.6 Mm³)
- Underground power house (L = 105 m, Width 25 m, H = 47 m, N° 4 Francis turbine/pump reversible units - 187.5 MW each)
- Surge shaft (H = 62 m, A = 1,012 m²)
- Tailrace tunnel - and headrace for storage pumping (L = 5,315 m, A = 200.60 m²)
- Access tunnel to underground power station (L = 1,800 m)
- Spillway (Q = 2,100 m³/s)
- Intake works and penstocks
- General consultancy and supervision of the entire scheme with full technical responsibilities and approval of all the projects, supervision of construction, special studies
- Construction design of all works excluding : embankments (Panedile Argentina), hydraulic equipment (Allis Chalmers), electrical equipment (Brown Boveri), mechanical equipment (IMPSA)
Dire Dam (Ethiopia)
Earthfill dam with impermeable core for water supply to Addis Ababa and to...
Montedoglio Dam (Italy)
Montedoglio dam has suffered some damages at the...
Maswa Aqueduct (Tanzania)
Maswa project including domestic water supply pipeline for the district...
Kamuzu I Dam (Malawi)
The scope of the assignment is the raising,...
Acerenza Dam (Italy)
Water storage plant for irrigation purposes with a reservoir capacity of 42...
Uvini Hydropower (Italy)
Refurbishment of the Uvini hydropower plant.
La Gogue Dam (Seychelles)
The aims of the assignment are the Design Review...
Genzano Storage Plant (Italy)
Water storage for irrigation, capacity 58 Mm³.
NAO Transmission Line (Sierra Leone)
Restore of the MV and LV distribution system in...


Regional Water Quality Control Board, Region 5 (Central Valley)
Fish Creek Aquatic Organism Passage Project
NOE - Notice of Exemption
The Forest Service is proposing a restoration project to increase passage for juvenile and adult golden trout, mountain yellow-legged frogs, and other aquatic organisms. The project will replace the existing culvert on Sherman Pass Road (FS Road 22S05) at the Fish Creek crossing with a 58-foot span bridge and reconstruct/restore the stream channel up and downstream of the bridge. The Project will provide a channel up and downstream of the bridge. The Project will provide a channel floodplain design through the bridge footprint to stabilize the upstream channels, reduce the sedimentation downstream, and optimize the movement of aquatic organisms.


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The contracted works are part of the Flood Control Project in the Oder and Vistula River Basins which is being implemented by Wody Polskie. Among other things, they included the construction of the Roztoki Bystrzyckie dry flood reservoir which was completed by PORR in 2021. The new task will involve modernising the flood control infrastructure along the most endangered sections of rivers Kamienny Potok and Bystrzyca Dusznicka.
The Kamienny Potok project will modernise protections on both banks of the river over a total length of 1,870 m. It will include repair and restoration works, ichthyological unblocking by converting 3 surges to rapids, reconstruction and replenishment of regulatory walls, restoration of bank protection and construction of an emergency bottom water intake.
Modernisation on the Bystrzyca Dusznicka will include protections on both banks of the river along a total length of 2,813 m. Regulatory walls and embankment reinforcements will be rebuilt and enlarged, the riverbed unblocked, and water outlets rebuilt. In addition, a new 200m-long flood barrier and debris protection will be constructed. They will protect infrastructure and tourist facilities in the immediate vicinity from flooding.
Facts and figures in a nutshell:
|Flood control of the Bystrzyca Dusznicka River Valley: Polanica-Zdrój, Szczytna, river Kamienny Potok under the Flood Protection Project in the Oder and Vistula River Basin
|Scope of works:
|Państwowe Gospodarstwo Wodne Wody Polskie [State Water Management Authority Wody Polskie] - Regional Authority in Wrocław
|PLN 36 million
|Time for evaluation:


Supermix MR210 Impeller
High Sanitary Large Impeller Type Impeller
SKU : SA002
Availability : In Stock
◎ Features as a high-efficient type of large impeller that enhanced mixing performance at low power.
◎ The vertical impeller blade area is mainly to control the pressure distribution inside tank. Additionally, the suction flow from the liquid is reinforced by the clearance effect between the main impeller blade and shaft.
◎ The precise design of this impeller enables optimum flow effect and mixing effect to be achieved with less impeller blade area and simple impeller design.
◎ The main applications are for reaction system and liquid-liquid mixing, particularly for medium and high viscous liquids.


Most heavy-duty with 4-pole for handling heavily polluted liquid slurry, mud, clay, drilling dust, etc.
Ground water drainage from dams, sewage system, tunnels, river imporvement projects, civil engineering project, construction sites, and etc.
Muddy liquid generated from civil engineering works and architecural works.
■ STRUCTURAL DRAWING
■ MATERIAL AND STANDARD TABLE
■ PERFORMANCE CURVE


Engineering and Design. Earth and Rock-Fill Dams-General Design and Construction Considerations
CORPS OF ENGINEERS WASHINGTON DC
Pagination or Media Count:
This manual presents fundamental principles underlying the design and construction of earth and rock-fill dams. The general principles presented herein are also applicable to the design and construction of earth levees. The construction of earth dams by hydraulic means was curtailed in the 1940s due to economic considerations and liquefaction concerns during earthquake loading and are not discussed herein.
- Civil Engineering


Birsfelden is a 100MW hydro power project. It is located on Rhine river/basin in Basel-Landschaft, Switzerland. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. Post completion of construction, the project got commissioned in 1954. Buy the profile here.
The project was developed by Kraftwerk Birsfelden. Industrielle Werke Basel, EBM Netz and Genossenschaft Elektra Baselland are currently owning the project having ownership stake of 50%, 15% and 10% respectively.
Birsfelden is a run-of-river project. The penstock diameter is 7.2m. Birsfelden underwent through rehabilitation & modernization during 1995-2000. The project generated 47 GWh of electricity. The project cost is $95.67m.
The project got commissioned in 1954.
Voest-Alpine MCE was selected as the turbine supplier for the hydro power project. The company provided 2 units of kaplan turbines, each with 25MW nameplate capacity.
For more details on Birsfelden, buy the profile here.


Top entry eccentric segment ball valve
On the base of general semi-ball valve, Henan Quanshun Flow Control Science & Technology Co.,Ltd developed top entry eccentric semi-ball valve.They are widely used in the water system ,having such following features:
1. Full bore design , small pressure loss ;
2.Lower opening torque ,which is less than half of the same size ball valve ;
3.Easy to maintain:It is not required removing from the pipe when valve repair, as long as you open the valve cover .
4. Large size can be supplied ,max up to DN2000.
The top entry eccentric semi ball valve widely used in the water ,sewage,tiny solid particle medium . They are usually installed in the inlet or outlet of the pump ,to open and close fluid . Technical parameter
|Pressure||PN10-PN64||Operating method||Worm gear|


CMO - Model ME Series - Flanged Butterfly Valve
From Water Valve - Dams
Flanged butterfly valve with single or double excentricity. Manufacturing range from DN 50 up to DN 2000 (bigger sizes under request). The valve can be degined according to different standards: DIN (PN6, PN10, PN25, PN40, PN64), ANSI, AWWA. Body and disk manufactured in carbon steel or stainless (different grades available) . The EPDM joint is fixed to to body with an stainless steel flange. The standard design is with single excentric shaft but it can be manufactured with double excentric shaft as well. The shaft of the valve is supported by self lubricated rings. Actuators: Electric actuator, hydraulic actuator, hydraulic actuator + counterweight, manual actuator.
- Hydroelectric power plants as guard valve to protect the turbine.
- Water pumping aplications as in combined cycle thermal power plants.


Bheri-1 HEP is a 440MW hydro power project. It is planned on Bheri river/basin in Karnali, Nepal. The project is currently in announced stage. It will be developed in single phase. The project construction is likely to commence in 2024 and is expected to enter into commercial operation in 2027.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||440||–||440||Announced||Karnali, Nepal||Gezhouba Group Power Investment Nepal|
The project is being developed and currently owned by Gezhouba Group Power Investment Nepal.
Bheri-1 HEP is a run-of-river with pondage project. The net head of the project will be 260m. The project cost is expected to be around $599.183m.
The project construction is expected to commence from 2024. Subsequent to that it will enter into commercial operation by 2027.
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.


Multi-stage Deep Well Submersible Water Pump Capacitor 1.5 φ145mm 220/380V 1-3hp
- Total supply:
The date of payment from buyers deliver within days
Browse the number:
Product DetailsMulti-stage Deep Well Submersible Water Pump Capacitor 1.5 φ145mm 220/380V 1-3hp
150QJD4/6N Submersible pump for deep well
MYHOME FOVOL Pump Industry 150QJD4N/6N Multi-stage Flow of Water-Cooling Deep Well Submersible Pump Capacitor built-in High Lift 1.5"φ145mm 220/380V 1-3hp
Product Introduction of Multi-stage Deep Well Submersible Water Pump Capacitor 1.5 φ145mm 220/380V 1-3hp
150QJD is equipped with multi-stage submersible pump, water-cooling cooper movement, multi-stage durable centrifugal impeller and radial direction guide vane structure. Single mechanical seal and double mechanical seal from Italy are applied and O shape rubber sealing ring is applied at fixed spigot for static seal.
Product Features of Multi-stage Deep Well Submersible Water Pump Capacitor 1.5 φ145mm 220/380V 1-3hp:
Improved motor: higher power, water cooling motor, lower temperature rising, larger flow.
Improved impeller: 304 stainless steel impeller ensures long term operation of the pump.
Low water level operation is available if the water comes into the bottom section, minimum diving depth 112mm.
Integral 304 stainless steel housing
Stainless intensified pump cover(202)
Pump size5-7/810” (145mm) diameter
Engineering plastics nylon seat, effectively reduces friction of sand to impeller
304 stainless steel impeller
Cooper motor winding
Automatic lubricating motor bearing with longer service life
Internal over-temperature protection device
Insulation grade: F
The pump has applied multi-stage impeller structure with higher lift and wider range of application, which can be applied in long range water supply, breeding industry high efficient oxygenation, well drawing, mine water supply, agricultural irrigation, water tower supply and non-corrosive transmitting.
Highest liquid temperature no more than 40℃
Largest media particle no bigger than 0.02%
PH value of media shall be around 6.5-8.5.
Maximum diving depth 100 meter, no less than 5mm
Power source frequency 50Hz, single phase alternating current 220V, three phase alternating current 380V，voltage fluctuation ranges ±10% of rated value.
- Audio & Sets
- Disk, Cassette, Tape & Record
- Drone & UAV
- HDMI Equipment
- Portable Audio Appliance
- Radio & Cassette Recorders
- TV & Parts
- Battery & Charger
- Electrical Toys
- Entertainment Electronics Accessories
- Learning Machine
- Mobile Phone & Accessories
- Photographic Apparatus
- Two Way Radio
- Wearable Devices
- eBook Reader


BIA-B42A - Bianco Submersible Clean Water Pump 105L/min 32m 550W 240V
0.55kW, 0.75hp, 240V, max hd 32m, max flow 105L/m, discharge outlet size1" BSPF, solids up to 3mm.
Triple seal system: Dual mechanical seals (carbon ceramic) in oil bath and Oil Seal.
Designed for AWTS and rainwater tanks. Ideal for dewatering of cellars and garages. Can pump clean or slightly dirty water.
- Slotted strainer
- Built in 88mm pump riser
- Improves water flow and stops the strainer blocking
- Draws water at higher oxygen levels
- Reduces anaerobic intake
- Eliminates pump failures due to blocked strainers
- Improves water quality by reducing the intake of algae and anaerobic matter which makes the water smell bad and discolour clothing
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DAB-JETCOM82NXTP - Technopolymer Self Priming Pump with nXt Pro Controller 47m 0.6kW 240V


District: Low level flood in River Chenab near SialkotAugust 6, 2013
Sialkot: There was a low level flood in River Chenab with flow of flood water as 122226 cusecs at Head Marala near Sialkot here as the flood water level was souring up in River Chenab here due to the ongoing fresh spell of heavy rains in Sialkot region.
District Officer (Coordination) Sialkot Malik Abid Hussain Awan told that the flood situation was totally under control in River Chenab at Head Marala-Sialkot here. He said all the concerned departments had already been put on high alert ad they were monitoring the food situation there round the clock. He revealed that flood water level was also rising in flooded Naullah Aik as flow of flood water was 6100 cusecs at Oora-Sialkot.
Naullah Ai had also played havoc in Sialkot, Daska and Sambrial tehsils here during the last tend days. The flood water level was souring up due to fresh spell of heavy rains in Sialkot region and in all the catchment areas of neigh bouring Occupied Jammu and Kashmir, in this regard.


Direct action hand pumps with a VLOM concept. The entire outer mechanic (ground) is of steel construction. Direct Action Pump is designed for lifting water from bore well which has static water level that does not exceed 15 meters. The cylinder assembly of this pump is made of cylinder pipe, piston, piston rod, food valve receiver. The pump provides required pumping action and lifts water upward through rising mains. The pump assemble has linkage between pump handle and piston in cylinder. It is provided along with a special combination spanner which is needed for installation and maintenance. It also comes with a retrieving rod helping it in extracting foot valve assembly from cylinder for village level operational maintenance by communities.
Can i help you?
|Business Type:||Pumps & Pumping Equipment|
|Number of Employees:||AOV International Address:-
Noida-201301 (U.P.), (INDIA)
Tel: +91-120-4212809, 4292919, 4292929, 4692900
|Company :||AOV INTERNATIONAL|
|Address :||C-22 / 25, Sector-57|


Hydroneo East Africa, the independent power producer (IPP), is launching a call for tenders for the design and construction of the Mpanda hydroelectric power station and its discharge line. Interested companies have until 25 July 2023 to apply.
The Hydroneo East Africa tender is divided into two lots. The first covers the design and construction of the 10 MW Mpanda hydroelectric power station. The selected company will be responsible for the detailed design of the power station and its associated infrastructure, as well as its construction and commissioning. The second package covers the design and construction of the interconnection infrastructure, including a 27 km 33 kV transmission line between the power station and the Rubirizi substation.
Companies interested in this project can apply for one or both lots before 25 July 2023. The Mpanda hydroelectric project is being developed under a public-private partnership (PPP) between the Burundian government and Mpanda Hydro Power. The special-purpose company, which is wholly owned by Hydroneo East Africa, plans to build a run-of-river power station on the Mpanda river in Bubanza province.
According to its projections, the Mpanda hydroelectric plant will supply 10% of the electricity in the network of Burundi’s Water and electricity production and distribution company (REGIDESO), with which it has already signed a power purchase agreement (PPA). Hydroneo is expected to invest 43.5 million dollars in the construction of the future facilities. The company, based in Paris, France, expects to reach financial close on the project in 2022, before starting work, which will take between 12 and 18 months.
In its development phase, the project to build a run-of-river power station on the Mpanda river has received support from the investment consultancy Finergreen and the Renewable Energy Performance Platform (REPP), a renewable energy financing platform funded by the UK government.
Jean Marie Takouleu


SCH Number 2008062049
- Downtown Concord Water Main Replacement Project
- Approximately 5,025 feet of four, six, and eight inch cast iron water mains are proposed to be replaced as part of the CCWD annual main replacement program. In addition to main replacements, 1,400 feet of an eight-inch water main on Willow Pass Road (located between East St and 3rd St) will be abandoned, and the water services switched to an existing main.
2 documents in project


The Soldier River is a tributary of the Missouri River, about 67 miles (108 km) long, in western Iowa in the United States. Several portions of the river's course have been straightened and channelized.
The Soldier River rises in southeastern Ida County and flows generally southwestwardly through northwestern Crawford, southeastern Monona and northwestern Harrison Counties, past the towns of Ute, Soldier, Moorhead and Pisgah. It flows into the Missouri River via a diversion channel about 5 mi (8 km) west-northwest of Mondamin.
At Ute, the river collects the East Soldier River, which rises near Schleswig and flows past Charter Oak. The East Soldier River collects the Middle Soldier River, which flows past Ricketts.
Other articles related to "river":
... Missouri River Chariton River South Fork Chariton River Grand River Thompson River Weldon River Little River Platte River Nodaway River East Nodaway River East Fork East Nodaway River West ...


The Namo River Flood Control project is on the west coast of Guam about 10 miles south of Agana. It was authorized under Section 205 of the Flood Control Act of 1948 and completed in September 1979. The project consists of channel improvements for the lower 2,000-foot reach of the river, and flood plain management for the area extending from the upper part of the channel improvement to the existing Agat-Santa Rita Bridge. Channel improvements include realignment and enlargement of the existing river; lining the channel with riprap; providing a stub outlet channel on the upstream side of the Route 2 bridge; and a levee on the north bank of an unnamed tributary.
The project was completed in September 1979 and a storm drain modification was completed in September 1981 for the Government of Guam, Department of Public Works. Total project cost was $2,416,314 (Federal). There are approximately 2,500 homes within the project area. To date, the project has prevented more than $1.59 million in damages.


New reservoir increases water security
Northern Ireland Water (NI Water) has completed work on a major new reservoir at Ballylone.
The reservoir will increase the security and flexibility of the water supply for the Ballynahinch, Crossgar and Killyleagh Areas, benefitting around 5000 customers.
Almost £1 million was invested in the new reservoir, which has a capacity of approximately 5.6 mega litres.
Project manager, Gary Mc Fadden said: “We are delighted to announce the completion of the new Ballylone Reservoir.
“This project is just one example of the level of investment required to improve water and wastewater services throughout Northern Ireland.”
The contractor for the Ballylone Reservoir Project was Lagan Construction, with McAdam Design as designers and Capita Symonds as project managers.


It is mainly composed of pump body, impeller, motor housing, bearing and motor. The centrifugal impeller is connected to the motor directly. The high-rotating impeller generates a centrifugal force and drives the transformer oil to flow through the volute. Then the volute converts a part of kinetic energy of transformer oil to pressure energy. So that the transformer oil flows out from the pump outlet and leads to the circulation of the transformer oil.
1.High electric power;
2.Smaller impeller with higher performance;
4.Convenient for installation.
Widely used in the cooler of wind turbine generator and locomotive.


The upgrade project for the 600,000 gpd wastewater treatment plant included facility planning, design, and construction phase services for pump station upgrades, and SCADA system. The project included NPDES permitting for ocean outfall and pollutant modeling. The project was completed in 2003 at a total construction cost of $3.1MM lead by Senior Project Engineer Mar Curtis, PE.
The new Water Treatment Plant included ozonation, ph adjustment, roughing filter, slow sand filtration, chlorination, booster pumping, and 400,000 gallon reservoir.
Mr. Carl Johnson
Public Works Director
City of Wrangell, AK
Comprehensive Sewer Plan including sewer system hydraulic modeling and capital plan, along with WWTP Improvements Facility Plan.
Design and construction management for 3.1 MGD WWTP in Wilbur, WA. Plant is an extended aeration activated sludge plant with mechanical screen headworks, aerated grit chamber, MLE treatment process, UV disinfection, biosolids stabilization ponds, and infiltration ponds.
Planning, design and construction phase services for WWTP upgrade


GDV25 series Mono-block valve provides the following features：
Cast iron body.
Spring cap, mechanical detent cap, as well as electoral or hydraulic pilot controlled module body are made by cast aluminum or die cast aluminum.
Parallel circuit. Inlet passage has a load check valve.
Provides manual control and wire pulling control modules.
Provides power beyond options.
Provides mechanical detent.
Provides different spool functions to satisfy with the needs for customers to control double and single cylinders, as well as to control hydraulic motors.
Provides excellent flow characteristics and small operating force.


6140. Master Plan for Jerusalem, year 2040 - NIS 0.15 million
The preparation of a master plan for Jerusalem for the year 2040 will be completed this year by Tahel Company. The plan will include recommendations on an orderly planning and implementation plan for future years, for replacements, expansions and upgrades of water lines and construction of pressure reduction facilities. The need for the upgrade of pumping stations and / or the construction of new pumping stations, the construction of new pools etc., will be tested for the target year of 2040.


11. HMS horizontal multistage stainless steel pump
HMS horizontal multistage stainless steel centrifugal pump used for transporting the liquid in the fields of air condition system, cooling system, industry clean, aquaculture, water purification, small booster system etc. Flange Threaded, Material...
pump, valve, motor, engine, pipe, flange, mechanical seal, rubber
Manufacturer, Exporter, Distributor, Wholesaler/Retailer


Five projects of 5,700MW capacity to be completed by 2016
Islamabad: Five hydroelectric projects with capacity to produce about 5,700MW of electricity would be completed by 2016, said an official of the Water and Power Development Authority (Wapda) on Sunday.
He said electricity produced by the five projects would help meet the energy requirements of the country.
The official termed the Diamer-Bhasha dam project on the Indus a ‘lifeline’ for the national economy and said it would go a long way in providing water for agriculture and electricity for domestic and industrial use. The dam has three important objectives — flood control, power generation and water storage.
The gigantic project would generate 4,500MW of electricity and store over 8 million acre feet of water to meet growing power and irrigation needs, he said.
The Golen Gol Hydropower Project, being constructed by Wapda in Chitral district, is scheduled to be completed by 2015. It would produce 106MW of electricity.
The project is part of the government’s plan to produce electricity at cheap rates. It is being executed by Wapda on priority basis to harness the indigenous resources to improve the ratio of electricity produced by hydropower projects in the national grid, help reduce electricity tariff and provide relief to consumers.
On its completion, the project would contribute about 436 million units of electricity to the system.
The Neelum-Jhelum Hydroelectric Project is being constructed over Neelum river. Once completed, the project would contribute about 5.15 billion units of electricity annually to the national grid.
Annual benefits of the project have been estimated at Rs30 billion and it is scheduled to be completed by 2016.
The Wapda official said the Neelum-Jhelum project would help the country in meeting its growing energy requirements. It would produce 969MW of electricity after commissioning.
The Duber Khwar Hydropower Project is located on the Khan Khwar River, the right-bank tributary of the Indus, near Pattan district of Khyber Pakhtunkhwa province at a distance of 265km from Islamabad. The project would produce 130MW of electricity.
The Wapda official said the tender for Kurram hydropower project had already been floated and engineering design was complete. The project would produce 84MW of electricity and it would be completed within 48 months.


Islamabad (Web Desk): The government haas signed a Rs442 billion contract with a joint venture of China Power and Frontier Works Organisation (FWO) for the construction of the Diamer-Bhasha dam.
The Chinese state-run firm holds 70 per cent and the FWO, a commercial arm of the Armed Forces of Pakistan, 30pc share in the consortium. The contract covers construction of a diversion system, main dam, access bridge and the 21MW Tangir hydropower project.
The eight million acre feet (MAF) reservoir with 272-metre height will be the tallest roller compact concrete (RCC) dam in the world. It will have a spillway, 14 gates and five outlets for flushing out silt.
The diversion system involves two tunnels and a diversion canal — all three having one kilometre length each. The bridge — a box girder structure — under the contract will be constructed downstream of the dam structure while the 21MW power plant will be built to meet energy requirements of the project during construction.
The completion of project would increase country's storage capacity from 30 to 48 days and will add 4500 megawatt of additional electricity to the national grid.


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Implementation of the Beaver Dam Surface Water Estimation Algorithm (BD-SWEA) to predict potential surface storage created from beaver dams. This model predicts the surface water storage created by construction of beaver dams and prepares inputs for MODFLOW to estimate groundwater storage.
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Water Pipeline Repair
The object of the project was:
The construction of a new pumping station in the area of Agios Pavlos springs in combination with the excavation of a new well in the area and the construction of a 1429m long depression pipeline, which will lead the drilling water to a central head tank.
The construction of a head tank on the Manesi hill, with a capacity of 600m3, which will supply the external network under construction.
The construction of an external network of pipelines, with a total length of 44,057 km., In order to meet the needs of the Municipal Community of Messina, and the Local Communities of Polylofos, Myrtopotamia, Lefkochora, Avrami, Drakoneri, Analipsi, Karteroli, Moschorocholi, T Moschorochoi, P Lykotrafou of the new Municipality of Messina. In the implementation and execution of the above project was taken into account the coverage of the needs of the coastal zone of Messina – Analipsi
It is emphasized that the total budget of the entire project amounted to € 7,067,000.00 and was funded by the THESEAS & PEP program. PELOPONNESE – NSRF 2007 -2013


Rafferty-Grant Devine Project
Residents of the Souris River Basin have long suffered from extreme variation in seasonal water flow. Such alternating cycles of drought and flood severely affected water users and limited future development in the area.
The Rafferty-Grant Devine Project (known as the Rafferty-Alameda Project before 2017) was developed over the 1988-95 period as a multi-purpose project to provide water for the area, including the Shand Power station near Estevan, and as flood protection for residents downstream in Saskatchewan and North Dakota, including the city of Minot. The project also ensures a more reliable water source is available for municipal, domestic, irrigation and recreational use in the Saskatchewan portion of the basin.
What is the Rafferty-Grant Devine Project?
The project consists of the Rafferty Reservoir on the Souris River near Estevan and Grant Devine Lake on the Moose Mountain Creek near Oxbow. It also includes a 10-kilometre diversion channel connecting Boundary and Rafferty Reservoirs, which allows water to be diverted from Boundary Reservoir into Rafferty Reservoir.
What is the capacity of the reservoirs?
The Full Supply Level of Rafferty Reservoir is 550.5 metres. At Full Supply Level the reservoir stores approximately 439,600 cubic decametres (dam3), while at the Maximum Allowable Flood Level (554 m), the reservoir has a capacity of 630,800 dam3.
Grant Devine Lake has Full Supply Level of 562.0 metres, with storage capacity at this level of 105,500 dam3. The Maximum Allowable Flood Level of the reservoir is 567.0 m, with a storage capacity of 188,400 dam3.
Who owns the Project?
The Water Security Agency owns the Rafferty-Grant Devine Project and is directly responsible for its operation and maintenance. The Water Security Agency also owns the Gardiner and Qu’Appelle River Dams on Lake Diefenbaker and 65 other dams throughout the province.


The MADE IN INDIA, Flexo - 1 HP, 4-inch Single Phase Oil Filled Borewell Submersible Pump is a highly durable, high performing, efficient single-phase borewell pump. Unlike Monoblock pumps, Flexo borewell Pump, air pressure is used to lift the water from deep bores with 100 mm and above Bore diameter. Made with stainless steel material, this machine can be installed vertically in bore wells. The device is equipped with a brass impeller, 0.1 HP power, double ball bearings. Ideal to be used in independent homes, apartments, buildings, offices, gardens and small farms, the Flexo Oil Filled Borewell Submersible Pump has the power to pull up water at an incredible speed. This Single Phase Oil Filled Borewell Submersible Pump can work in high voltage fluctuation and gives high discharge in Its operating range.
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Bureau of Meteorology, Tasmania
Moderate Flood Warning for the River Derwent
Issued at 8:16pm on Tuesday 7 June 2016Flood Warning Number: 12
Minor to moderate flooding continues in the Derwent below Meadowbank dam, and in the Lower River Derwent.
Minor flooding will continue in the River Ouse at Ashton and Ouse township during Tuesday into Wednesday.
Since 9AM tuesday, rainfall totals have been less than 10mm about the Derwent catchment.
River Derwent above River Ouse:
River level rises are continuing in the upper reaches of the River Derwent and in the tributaries of the Florentine and Dee rivers. River levels are easing in the Nive River.
Minor flood levels are occurring along the River Ouse, and will continue to ease during Tuesday.
Minor flooding continues along the River Clyde.The River Clyde at Bothwell peaked at 2.00 metres around 06:16 am Tuesday 07 June and is currently at 1.66 metres and steady.
The River Clyde at Hamilton is expected to remain around the minor flood level (2.40 m) Tuesday evening.
River Derwent above Meadowbank Dam:
River levels are beginning to peak in the middle reaches of the River Derwent.
River levels peaked at the Tyenna River at Newbury Tuesday morning and are currently easing.
River levels are easing along the Styx River. At Bruces Bridge, the Styx River fell below the minor flood level (2.00m) early Tuesday morning.
River Derwent below Meadowbank Dam:
Minor to moderate flooding is occurring along the River Derwent below Meadowbank Dam.The River Derwent below Meadowbank Dam peaked at 7.47 metres around 07:30 pm Monday 06 June and is currently at 6.30 metres and falling. The River Derwent below Meadowbank Dam is likely to remain around the moderate flood level (6.10 m) Tuesday evening.
The River Derwent at Macquarie Plains is currently at a moderate flood level of 5.02 metres and steady. The River Derwent at Macquarie Plains is likely to remain around the moderate flood level (5.00 m) Tuesday evening.
River Derwent around New Norfolk:
Minor flooding is occurring along the River Derwent around New Norfolk.The River Derwent at New Norfolk peaked at 2.60 metres around 12:30 am Tuesday 07 June and is currently at 2.10 metres and steady. The River Derwent at New Norfolk is likely to remain around the minor flood level (2.00 m) overnight Tuesday into Wednesday. The next high tide may see some renewed rises, with river levels to remain below the previous peak.
Flood Safety Advice:FloodSafe advice is available at www.ses.tas.gov.au
Road closure information is available at www.police.tas.gov.au
For emergency assistance call the SES on telephone number 132 500.
For life threatening situations, call 000 immediately.
Next Issue:The next warning will be issued by 11:00 pm EST on Tuesday 07 June 2016.
Latest River Heights:
|Location||Height of River (m)||Tendency||Date/Time of Observation|
|River Derwent below Lake St Clair||1.75||Steady||07:30 PM TUE 07/06/16|
|River Ouse at Ashton||2.89||Falling||07:00 PM TUE 07/06/16|
|River Clyde at Bothwell||1.66||Steady||06:00 PM TUE 07/06/16|
|River Derwent below Meadowbank Dam||5.78||Steady||07:30 PM TUE 07/06/16|
|River Derwent at Macquarie Plains||5.00||Falling||07:53 PM TUE 07/06/16|
|Tyenna River at Newbury||1.37||Steady||06:00 PM TUE 07/06/16|
|Styx River at Bruces Bridge||1.60||Falling||06:27 PM TUE 07/06/16|
|River Derwent at New Norfolk||2.10||Steady||07:07 PM TUE 07/06/16|
This advice is also available by dialling 1300 659 216. Warning, rainfall and river information are available at www.bom.gov.au/tas/flood. The latest weather forecast is available at www.bom.gov.au/tas/forecasts.


Howe Mill Pond, Massachusetts
Howe Mill Pond is on the Howe Mill Pond River in Worcester County, Massachusetts and is used for recreation purposes. Construction was completed in 1900. It is owned by Comm Of Mass - D E M.
Howe Mill Pond Dam is of earthen construction, a gravity dam. Its length is 400 feet. Its capacity is 125 acre feet. Normal storage is 40 acre feet. It drains an area of 3.5 square miles.
Lakes, Dams, and Recreational Facilities Near Howe Mill PondHowe Reservoir Cranberry Meadow Pond Muzzy Meadow Dam Lake Lashaway Lake Whittemore Lake Lashaway Little Nugget Lake Glen Echo Lake Shaw Pond Quaboag Pond Moose Hill Pond Greenville Pond Sugden Reservoir Kittridge Dam Horse Pond Buck Hill Conservation Dam Buxton Mill Pond Saw Mill Pond Doane Pond Thompson Pond Kettle Brook Reservoir #3 Dam Kettle Brook Reservoir #2 Dam Horse Pond Kettle Brook Reservoir #1 Dam Kettle Brook Reservoir #3 Dam Parsons Reservoir Dark Brook Reservoir Dike Lynde Reservoir Dike Lynde Brook Reservoir Dark Brook Reservoir Dike Eames Pond Dark Brook Reservoir Walker Pond Upper Stoneville Reservoir Kettle Brook Reservoir #4 Dam Old Cider Mill Pond Eddy Pond Auburn Pond Granite Reservoir Stoneville Pond
Bookmark this lake location.
Find other northeast Connecticut area lakes and vacation ideas or return to the home page.
Other AreasClick the map to see lakes in other parts of the country.


micRO-75™ Pressure Booster Pump 110V
- Connects inline before the system. Boosts pressure to 65 psi for optimum flow rate. For low pressure (below 40 psi) situations or those wanting higher flow rates. With ¼" quick connect (QC) fittings, high pressure switch and low voltage transformer.
- Dimensions (H x W x D): 3.5" x 7.56" x 5"
- Weight: 5.075 lbs
- Tariff: 8413810030
micRO-75 Pressure Booster Pump 110V DownloadsPrint
Part Number: HL 29060


The Hydraulic Transmitter is a design that producing pressure by turning handwheel, which provide the power by pumping the hydraulic oil and the actuator which is fitted onto the valve body and receives the hydraulic oil from the transmitter to actuate the valve.
Our design does not require electricity and manual operating, therefore, it can be installed anywhere and easily. The Hydraulic Transmitter is compatible with a various type of valves including Butterfly, Gate, Globe and Angle Valves.
The transmitter come with indicator that helps to know the degree of Open/Close.
- The usability is very excellent and able to generating high pressure by easy operation.
- The design come with built-in check valve and relief valve therefore easy to pressure control and no leakage.
- It is able to select best product in accordance with actuator size by diversification of model according to volume.
Special external painting available
Material: Ductile Iron with Stainless Steel trim.
Operating Fluid: Oil
Temperature Range: -30oC to -80oC


Timmons Group provided design, bid and construction administration services for the Bottoms Bridge Wastewater Pump Station, which was a part of the East Area Utilities Project. This included the design for a wet well/dry well pump station of approximately 2.5 MGD ultimate capacity in Henrico County’s Bottoms Bridge service area. The station will initially serve the East Area Middle School which will generate flows considerably less than the stations ultimate capacity, and will ultimately serve over 1,500 acres of mixed uses. The configuration of the station allows, through variable frequency drives, the operation of the station at low initial flows while not requiring upgrades to meet larger future flows. The facility features two 125 horsepower submersible dry pit pumps, a channel grinder, trench style wet well with ogee ramp, bridge crane for pump removal, 500 kilowatt emergency power generator, liquid phase odor control system and climate controlled SCADA room.


"This industrial duty IPT sprinkler/booster pump features a 3-phase, 208-230/460V motor and cast iron construction with stainless steel impeller. Max. PSI 70, Volts 208-230/460, Max. Total Head ft. 160, Max. Suction Lift ft. 20, Port Size in. 2, Discharge Port in. 2, Suction Port in. 2, Flow GPH 7,200, Self-Priming Yes, HP 5. Buna-N mechanical seal Built-in check valve Single stage models feature removable dual volute design"


Revision of tariff for dulhasti hydroelectric power station (3 x 130 mw) maintenance period, thereby decreasing the plant availability of the. Dulhasti hydroelectric power plant india is located at dam near village dal, powerhouse near dasti, disrict doda, jammu and kashmir, india. As modi launches nhpc's kishenganga power plant, pdp flaunts its the pdp had been to pursue the return of the power projects — dulhasti. Pin code: dul hasti project, doda, jammu and kashmir, india, pincode search, post office details, all india post office data. View essay - case study 81 the dulhasti power plant from is 3445 at itt tech maria gonzalez pm3110 date due: 10/20/2014 unit 5: simulation case study.
The following page lists hydroelectric power stations that generate power using the run-of-the-river method dul hasti dam and hydroelectric power project. From the given case study, it is clear that adverse geographical conditions caused the french consortium to experience project cost overruns period to. Read this essay on rampal power plant come browse our large digital warehouse of free sample essays get the knowledge you need in order to pass your. These include pakal dul, dul hasti, rattle, baglihar, sawalkot, and salal hydroelectric projects this will enhance the power generation.
Details :the pakal dul h e project of 1000 mw installed capacity is proposed on river marusadar, power house, : underground dulhasti (stage-ii) hep. 52) which is currently the biggest power generation project of j&k ans salal hydro electric ans) salal, baghlihar and dul hasti (390 mw) 56 ) what is the. Involved across the entire chain of hydro power project development dulhasti baira siul parbati ii parbati iii subansiri lower chamera ii dhauliganga i. The dul hasti power station is a run of the river hydroelectric scheme located on the river chenab envisaging generation of 390 mw of power. 1, hydroelectric project name, dulhasti hydroelectric project 2, hydroelectric project name alias 2, dulhasti power house, powerhouse.
Srinagar—missing memorandum of understanding (mou) on dul hasti power project with the national hydroelectric power corporation ltd. Chenab valley power projects ltd will be initially be involved in development phase of 450 mw dulhasti hydro-energy power (hep) project. Dul hasti is a 390 mw hydroelectric power plant in kishtwar district of jammu and kashmir, india built by nhpc the power plant is a run-of-the-river type on.
The 390 mw dulhasti hydro electric power project, which was hit by delays and cost escalation, will be dedicated to the nation on saturday. Full-text paper (pdf): hydro power energy for sustainable in addition, small hydropower (shp) represents an alternative to fossil fuel generation and are uri hydroelectric dam (480 mw), dulhasti (390 mw), sal al (690 mw). Redlands power plant 1893 mill creek no 1 was the first 3-phase commercial ac power plant in north america this small powerhouse just east of redlands. Implement three hydro power projects in kishtwar as under- 1 pakal dul hep ( 1000 dul hasti stage ii he project has also been entrusted to cvpp, dpr.
The 330 mw power project plans to build a barrage on the neelam in gurez and dul hasti, uri ii, chutak, nimoo bazgo, dumkhar, ratle and sawalkote are all. Dul hasti project , kishtwar , jammu and kashmir , details map , pin code , latitude and longitude. This is a case study and analysis on the dulhasti dam power plant project in india it highlights those areas which experienced the big hits in. The case of the new power plant teaching instructions overview in this case study, students analyze the trade-offs involved in developing new sources of.


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Currently flow out of Palisades Dam is at 2090 cfs. A Great Feeder Canal Board project coming on line next week is to perform maintenance work on the Great Feeder (GF) head gates with a proposal to lower flow out of Palisades Dam to 600 cfs for at least three days. To minimize impact on the river below the GF head gates, three canals leaving above the GF will hold increased water that will be diverted back into the river below in an attempt to minimize the project impact on fish. How much of the river will be impacted by this project is unknown at this time, but as soon as we receive information on how much as well as any change in time for this low flow, we will pass it on here. Just be aware that next week fishing and fish well-being in the river below the GF will be effected.


Client: Land Transport Authority (LTA)
Land Transport Authority of Singapore has awarded Swee Hong Limited the project of advance sewer diversion works along Upper Thomson Road for the construction of Springleaf Station for the Thomson Line.
The project is scheduled to be completed in October 2014.
Swee Hong's involvement include:
Project Management Services
Civil and Infrastructure Construction Services


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Reconstruct the existing weir at the FBC LID No. 14 outfall structure to increase the outfall and pumping efficiency while maintaining the existing lake elevation. The project will also reduce the tailwater elevation of the lake to provide additional capacity for stormwater drainage during major storm events.
The 2017 Drainage Study identified improvements necessary to the downstream weir at the FBC LID No. 14 outfall structure that will reduce the overall street ponding along Elkins and Commonwealth Boulevards.


MUMBAI: Pratibha Industries has secured a contract valued at Rs 37.03 crore for construction of a commercial building at Dadar from Sunshine Housing Development. The project will be executed in 18 months.
Pratibha Industries is engaged in the business of infrastructure and manufacture of SAW pipes.
Recently the company secured a contract for construction of 900 MLD capacity water pumping station at Bhandup from Municipal Corporation of Greater Mumbai. The project is in joint venture with Kirloskar Brothers. The total value of the contract is Rs 53.81 crore. The project is to be executed in 30 months.


Brief introduction of swing check valve:
Swing check valve ,also known as one-way valve or non-return valve, is used to prevent the back-flow of the mediums in the pipelines. The valve that opens and closes driven by the flow force of the medium to prevent the medium from flowing back is called check valve. The check valve belongs to the automatic valve category, which is mainly used on the pipeline where the medium flows in one direction, and only allows the medium to flow in one direction to prevent accidents. This type of check valve should generally be installed horizontally in the pipeline.


|Three Gorges reservoir ready to hold water
Preparations for storing water in the Three Gorges reservoir have entered the final stage.
The reservoir's water level is set to rise from 80 metres to 98 metres by June 1.
The water level will then reach 135 metres by June 15.
Cao Guangjing, deputy general manager of the China Three Gorges Project Development Corp, said the first main water-storage phase is proceeding on schedule.
Under the next two phases, the water level is due to rise to 156 metres by 2006 and then to 175 metres by 2009.
The massive project is expected to cost 180 billion yuan (US$21.68 billion). Work on the world's biggest hydropower project started in 1992 and is expected to finish in 2009.
"This year is a milestone time for the project,'' said Cao.
In addition to water storage, trials lasting an unspecified time period will begin on June 16 on a 6.4-kilometre-long ship lock, the longest in the world.
Two power-generating units, each with a capacity of 700,000 kilowatts, will be put into operation in August and another two will go into use in October.
Another official with Cao's corporation said precautions had been taken to guarantee the safety of the water storage and other work.
The official, surnamed Zhang, said a safety monitoring system has been set up in the dam next to the reservoir in preparation for storing water and navigation.
The dam built by Zhang's corporation is 2,309 metres long and 185 metres high. Zhang said the corporation has adopted the world's most advanced safety monitoring methods.
To date, more than 5,100 monitoring instruments have been installed on the dam and 8 million items of data have been input into the monitoring system.
Zhang said that the monitoring system is able to monitor possible deformations of the dam, crevices, hydraulic problems, ageing of materials and leaks.
All of the monitoring equipment is currently operational.
To facilitate navigation between the dams of the Three Gorges project and Gezhouba project, a unified management system will take control on June 1 of the electricity generated by China's two largest water-control projects on the Yangtze River.
The Three Gorges Project Development Corp will take over management of flood discharging, water storage, power generation and shipping for both projects.
Most of the preparations for the unified management are ready and the automatic reservoir-control system is already operational.
The Gezhouba project was completed in 1989 and is located in Yichang in Central China's Hubei Province, about 40 kilometres downstream from the Three Gorges project. The Gezhouba project boasts a generating capacity of 2.71 million kilowatts, along with a ship lock and flood-discharge facilities.
The Gezhouba project will be required to maintain its discharge volume at a minimum of 3,410 cubic metres per second to ensure the passage of shipping downstream.
Original source: China Daily
Submit by CEIN News on 28.05.2003


Over 25 km of a complete storm water system, 24 retention reservoirs – 18 retention canals with a total capacity of 7.5 thousand. m3 and 6 battery tanks with a total capacity of 1.7 thousand. m3. All of this will be provided for the investment, the value of which amounts to approx. PLN 70 million and is scheduled for completion in the 2nd quarter of 2020.
The battery of 14 Weholite PE tanks with a diameter of DN 3000 mm and a capacity of 5257 m3 were installed in Pruszcz Gdański as part of the construction of the road system of Olszewskiego and Wróblewskiego streets.


- Contact Person: Ms. Selina Xiao
- View Contact Details
Suction Filter is installed in the suction oil pipeline of system to filter solid particle and slimes in medium and effectively control cleanliness. Filter Element main adopts stainless steel wire mesh. The suction filter can be installed on the top, at the side or in the bottom of the tank. We also offer Return Filter, pressure line filters and other High Pressure Filter, Medium Pressure Filter, Low Pressure Filter.


We're installing an additional stormwater pipe along Rutene Road between Harris and Maki streets.
This is stage one of the stormwater upgrade to add more capacity to the Kaiti network system, it will help reduce flooding in the area and emergency discharges into the river during heavy rain events.
The cost of the project is $2.6m. This project is part of the $40 million that we will invest to upgrade wastewater and stormwater systems on private and public property by 2028.
Stage 2 of the project
Stage 2 of the upgrade will continue from Maki Street to De Lautour Road. This project will go out for tender at the completion of stage one.


Ente Autonoma del Flumendosa (EAF)
Description for Simbirizzi Hydropower (Italy)
Simbirizzi (Settimo S. Pietro) is a small hydroelectric plant to supply the water pipeline network of southern Sardinia.
- Open-air Power House ( external dimensions 18 x 10 x h7 m )
- Electromechanical Works ( No.1 Francis Turbine, IP = 1'300 kW, Q = 2 m3/s, Head = 75 m, E = 6.5 GWh/y )
- Three-Phase Synchronous Alternator ( 6 kV/1,700 kVA )
Ruzizi's Transmission System (DRC-Rwanda-Burundi)
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The prestigious project of Batoka Gorge, with...
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The scope of the High Voltage Transmission Lines...
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Grand Anse Dam (Seychelles)
The water demand in Seychelles is continuously...
Lufubu Hydropower Cascade (Zambia)
The Lufubu hydropower cascade includes three plants (Lufubu 1, 2 and...
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- Flood Warning issued July 03 at 9:45AM CDT until July 06 at 7:36AM CDT by NWS
- Effective: 9:45 a.m. on Friday, July 3, 2015
- Expires: 7:36 a.m. on Monday, July 6, 2015
...The Flood Warning continues for the following rivers in
James River at Galena affecting Stone County
Gasconade River at Jerome affecting Phelps County
Little Osage River near Horton affecting Vernon County
Osage River near Schell City affecting Bates and Vernon Counties
.Recent heavy rainfall has caused or is expected to cause river
levels to rise above flood stage. Campers and other interests along
these reviers should pay close attention to river levels and seek
higher ground if flooding is observed. .
...For the Gasconade River at Jerome...
* At 9:15 AM Friday The stage was 15.0 feet.
* Flood stage is 15.0 feet.
* Minor flooding is forecast.
* Forecast...rise above flood stage by this afternoon and continue to
rise to near 15.4 feet by early Sunday morning. The river will
fall below flood stage by Sunday morning.
* Impact...At 15.0 feet...Minor flooding begins near the gage site.
Flood waters reach the lower edge of the concrete building where
the gage equipment is located.
FLOOD OBSERVED FORECAST 7 AM
LOCATION STAGE STAGE DAY TIME Sat Sun Mon
Gasconade River Basin
Jerome 15 15.0 Fri 09 AM 15.2 15.1 8.7
- See more at NOAA


Malaysian power utility company Tenaga Nasional Berhad (TNB) is keen to expand the power generation capacity of its Sultan Mahmud Kenyir hydroelectric plant to 460MW.
The increase, representing a 15% growth from current capacity of 400MW, is a part of company’s plan to meet national electricity requirement.
Sultan Mahmud Kenyir hydroelectric station general manger Mohd Aidee Hamidin said that the company intends to revive the four turbines of each 100MW capacity to increase the overall power generation.
"Currently, we are undertaking a study to use the new technology to increase the capacity of each turbine by 115 MW, to bring the total to 460 MW," revealed Hamidin.
"The work will begin with turbine No 2, beginning in 2016."
TNB currently is working on four hydro projects including Hulu Terengganu and Ulu Jelai plants that are at different stages of development. These projects are expected to facilitate country’s power scarcity.
"At present, the total installed capacity through hydroelectric is 1,900 MW. So, we can reach 3,000 MW through these four projects and several mini-hydro projects by 2020," added Hamidin.


ORGANIZATION PREVENTIVE MAINTENANCE CHECKS AND SERVICES (PMCS)-CONTINUED
ITEM TO BE INSPECTED
PROCEDURE: Check for and have repaired,
filled, adjusted as needed
Lubricate as needed using Lubrication Order (LO 9-2320-269-12).
Check the derrick control panel, cylinders, and hydraulic lines for damage and
Check the hydraulic fluid reservoir for damage, leakage, and fluid level (page 2-
135). Fill to proper level as needed (LO 9-2320-269-12).