What we're doing
About the Waipaoa River flood protection scheme.
The Waipaoa River Flood Control Scheme (the scheme) was designed in 1949 and was completed in 1969. It was valued by Council in 2009 at $35.7 million which excluded the 638 hectares of land owned by Council as part of the scheme.
The scheme is considered to be one of Council’s most valuable assets. It protects some 10,000 hectares of fertile floodplain land and has increased the amount of land being used for high yield horticultural purposes.
The scheme includes 64km of stopbank and associated assets which is the length of the Waipaoa River between the Te Karaka township and the rivermouth.
The project will improve the capacity of the existing scheme and:
♦ Address riverbank erosion. This will be through either providing rock protection or acquiring land in order to widen the existing river berm.
♦ Increase the width of the existing stopbanks to have a 4m crest-width and increase the crest height by around one metre.
♦ Maintain flood protection for a one-in-100-year flood event accounting for climate change out to the year 2090.
Currently the project is forecast to occur over a 15-year period at a cost of $16 million.
The first stage of the project is set to commence construction in summer 2018/2019.
Currently, the annual construction length is 5-8km, with construction occurring only over the summer months.
For more information and to see the project timeline The Waipaoa Flood Protection Scheme [PDF, 555 KB]


Lahore: The strategically important 969 MW-Neelum Jhelum Hydropower project will mark a major mile stone on May 5 towards its completion, as excavation of about 68-kilometer long tunnels system of the project will stand completed, when the second Tunnel Boring Machine (TBM) deployed on the project will break through the Right Headrace Tunnel. With this significant development, the water way system of the project will enter the final phase which is scheduled to be completed in seven months. Thereafter, the tunnels will be ready to divert water from Dam site to Power House.
Neelum Jhelum Hydro Power Project is a component of least-cost energy generation plan, which is being implemented by WAPDA in pursuing the Federal Government’s resolve to end loadshedding and provide electricity to the people at affordable rates.
First unit of Neelum Jhelum Hydro Power Project will start electricity generation by the end February 2018, the second unit in mid March, whereas the third and the fourth units will be completed in April 2018. On its completion, the project will contribute about five billion units of electricity to the National Grid every year.


Cla-Val, Toronto, Maryland, has launched a new intelligent pressure-reducing valve station—the iPRV. The modular pressure reducing station is best suitable for high-rise projects with multi-pressure zones. The station includes all valves, piping, vibration isolation, instrumentation, monitoring, and control components. It is pre-assembled, and pressure tested. The Intelligent Pressure Reducing Control Valve station automatically throttles to reduce a higher incoming pressure and maintains a constant lower downstream pressure, regardless of changing flow rate and/or inlet pressure. The station also monitors and records incoming and outgoing pressures, hot and cold supply and return/recirculation temperatures and flow on the hot return/recirculation lines.


OMAHA, Neb. —The U.S. Army Corps of Engineers Missouri River Basin Water Management Division plans to step up Gavins Point dam releases by 4,000 cubic feet per second this week in response to colder temperatures moving into the region.
Temperatures are forecast to drop late this week and remain cold through the end of the year building ice on the Missouri River and tributaries. As a result tributary inflow is expected to decrease as those streams begin to freeze over. In addition, some of the flow in the Missouri River will be locked up in river ice, which reduces flows available for downstream water intakes. The increased releases from Gavins Point are intended to maintain steady Missouri River stages downstream of Gavins Point and keep all lower river intakes operational.
“Our normal operations are to increase Gavins Point releases when forecasts indicate that conditions for ice formation are developing,” said Jody Farhat, Chief of the Missouri River Basin Water Management Division. “Releases will be increased from 14,000 cfs to 16,000 cfs on Wednesday, December 19, and to 18,000 cfs on Thursday, December 20. We will monitor the situation closely and make additional adjustments if necessary to maintain intakes along the lower river. We anticipate that releases from Gavins Point will be maintained at 18,000 cfs until early January.” Once temperatures moderate, releases will be gradually reduced back to 14,000 cfs. The increased releases are not expected to affect stages along the Mississippi River since much of the additional flow will be held as ice in the Missouri River basin until spring. Due to concern at lower river intakes, it is unlikely that releases below 14,000 cfs will be scheduled this winter.
Release no. 20121218-001


Sharples 48" x 30" Tornado perforate basket centrifuge, model T-1600H. Unit is type 316 stainless steel contact parts, rated for 16 cu. ft. cake capacity, belt underdriven, top loading, bottom discharge batch operation, compl. With vari-speed hydraulic drive. Unit rated for max of 900 G's @ 1150 RPM max. Unit complete with 100 HP, 1200 RPM main motor drive, oil gear drive model L71404 hydraulic pump unit. Serial number 9322, unloading plow assembly incomplete.
Get email updates for Sharples T-1600H


Ukraine. Territory of construction of the Kakhovska hydroelectric power station. Overpass, dam, shipping lock. Installation of the 1st turbine of the hydroelectric power station in the presence of the engineers of the Kharkov Turbine Works V. M. Osadchev and B. I. Bondarenko. Installers I. V. Korshun, F. T. Kurnev, V. G. Nefedkin, N. G. Osadchuk at work. The head of construction, S. N. Andrianov, the chief engineer of construction, P. S. Neporozhny, are watching the progress of construction from the overpass.


Hwy. 107 culvert replacements
Tuesday, July 01, 2014 11:05 AM
The Wisconsin Department of Transportation announces that crews are replacing culvert pipe on Hwy. 107 at Tug Lake Road and Ripley Creek. The Ripley Creek project is expected to be completed by July 25 and the Tug Lake Road project is expected to be completed by Aug. 15.
During construction, Hwy. 107 will remain open to a single lane of traffic with temporary signals in the project areas.


Clough completed the Engineering, Procurement and Construction (EPC) for facilities instalments at the Enterprise East Storage Dehydration Unit in Texas.
The project involved the construction and connection of new pipelines from 3 different sources within East Storage. The project also involved the construction of the infrastructures to pump ethylene out different sources, a new dehydration unit as well as the construction of pumps, custody transfer meters, PLC’s, MCC buildings, transformers, and flare as part of project scope.
The scope of work started at pipeline connections and ended at first wing valve off Well #5, a 5,000,000 bbl underground storage cavern that will be utilized to store ethylene. The project allowed for ethylene to be pumped from one of the wells, Well #5 to four different pipelines, with a new capacity of 491,000 lbs/hr of ethylene to be put into and taken out of Well #5.


Hulman Street Reconstruction and Stormwater Pump Station
Terre Haute, Indiana
American Structurepoint designed a 9,000-gpm stormwater pumping station to provide drainage for roadway improvements and future development. Conceptual design included extensive cost analysis of storage versus pumping options. Final design included coordination with road plans, as well as electrical and structural engineers to prepare final lift station drawings and specifications. As part of this project, American Structurepoint also designed plans for reconstruction of 1.5 miles of Hulman Street and new landscaping trees were planted along the corridor. The construction cost was $8.8 million.


Infiernillo is a 1,200MW hydro power project. It is planned on Balsas river/basin in Guerrero, Mexico. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently at the partially active stage. It will be developed in multiple phases. The project construction is likely to commence in 1960 and is expected to enter into commercial operation in 1964. Buy the profile here.
The project is being developed and currently owned by Comision Federal de Electricidad.
The hydro reservoir capacity is planned to be 9,340 million cubic meter. The gross head of the project will be 110m. The project is expected to generate 3,100 GWh of electricity.
The project construction is expected to commence from 1960. Subsequent to that it will enter into commercial operation by 1964.
Infiernillo (Active Units) will be equipped with GE Renewable Energy francis turbines. The phase consists of 4 turbines with 200MW nameplate capacity.
Infiernillo (Rehab Units) will be equipped with Andritz Hydro turbines. The phase consists of 2 turbines, each with 200MW nameplate capacity.
GE Renewable Energy is expected to supply 4 electric generators for the Infiernillo (Active Units). The generator capacity is likely to be 211 MVA.
Toshiba Energy Systems and Solutions is expected to supply 2 electric generators for the Infiernillo (Rehab Units). The generator capacity is likely to be 211 MVA.
For more details on Infiernillo, buy the profile here.
About Comision Federal de Electricidad
Comision Federal de Electricidad is a government organization that generates, transmits, distributes and sells electric energy from power plants. It supplies electricity for residential and commercial buildings. The company is headquartered in Juarez, Federal District, Mexico.


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Bruce Hunter, BSc, BASc
Principal, River Engineer
Hydrometrics and Field Services, International Water Resource Management, River Engineering, Floodplain and Sediment Management
I have been with NHC since 1987 and have worked on large and small rivers around the world on projects spanning from river surveys to physical and numerical modelling, flood and erosion assessment and management, and construction management. Since 2009, I have primarily worked in Bangladesh on hydraulic design and construction of erosion protection works, as well as construction supervision of the river training works for the Padma River Multipurpose Bridge. I enjoy motorsports, and particularly like motorcycle touring around the world.


Check valve refers to a valve that automatically opens and closes the valve flap by relying on the flow of the medium itself to prevent the backflow of the medium, also known as check valve, one-way valve, reverse flow valve and back pressure valve. The check valve is an automatic valve whose main function is to prevent the backflow of the medium, the reverse rotation of the pump and the driving motor, and the discharge of the container medium. Check valves may also be used on lines supplying auxiliary systems where pressure may rise above system pressure.
1. Wafer check valve application:
The check valve is installed in the pipeline system, and its main function is to prevent the backflow of the medium. The check valve is an automatic valve that is opened and closed depending on the pressure of the medium. Wafer check valve is suitable for nominal pressure PN1.0MPa~42.0MPa, Class150~25000; nominal diameter DN15~1200mm, NPS1/2~48; working temperature -196~540℃ on various pipelines, used to prevent Medium backflow. By choosing different materials, it can be applied to various media such as water, steam, oil, nitric acid, acetic acid, strong oxidizing medium and uric acid.
Second, the main material of the wafer check valve:
There are cast iron, carbon steel, low temperature steel, dual phase steel (F51/F55), titanium alloy, aluminum bronze, INCONEL, stainless steel SS304, SS304L, SS316, SS316L, chrome molybdenum steel, Monel (400/ 500), 20# alloy, Hastelloy and other metal materials.
3. Structural features of the wafer check valve:
1. The structural length is short, and its structural length is only 1/4~1/8 of the traditional flange check valve
2. Small size and light weight, its weight is only 1/4~1/20 of the traditional flange check valve
3. The valve disc closes quickly and the water hammer pressure is small
4. Both horizontal pipes or vertical pipes can be used, easy to install
5. The flow channel is smooth and the fluid resistance is small
6. Sensitive action and good sealing performance
7. The valve disc travel is short and the closing impact force is small
8. The overall structure is simple and compact, and the shape is beautiful
9. Long service life and reliable performance
Fourth, the common faults of the check valve are:
1. The valve disc is broken
The pressure of the medium before and after the check valve is in a state of close balance and mutual “saw”. The valve disc is often beaten with the valve seat, and the valve disc made of some brittle materials (such as cast iron, brass, etc.) is broken. The preventive method is to use a check valve with a disc as a ductile material.
2. Medium backflow
The sealing surface is damaged; impurities are trapped. By repairing the sealing surface and cleaning impurities, backflow can be prevented.
Post time: Jul-15-2022


SCH Number 2016031046
- Southwest Groundwater Banking Project for Fresno Irrigation District
- The proposed Project includes the construction of a new approx. 120-acre groundwater banking facility as well as channel improvements and culvert replacements on the Lower Dry Creek Canal and Lower Dry Creek Extension. The purpose of the proposed Project si to allow the banking of unused Kings River floodwater in an area in which agricultural water demands are met solely with groundwater.
2 documents in project


Multi-stage submersible clean water pumps with integrated control
5” Close coupled multi-stage submersible pumps.
Easy to install, compact and plug and play with integrated pressure transducer for automatic control of starting/stopping of the pump when utilization points are opened/closed with a integrated non-return valve.
External jacket in stainless steel AISI 304 and stages Noryl.
E-MPSM with built-in capacitor, accessible through the delivery casing.Hydraulics located below the motor with the motor cooled by the pumped fluid.
Safe operation is possible with the motor only partially submerged.
Double shaft seal with oil chamber.The suction strainer prevents the entrance of solids with diameter bigger than 2 mm.


Mtkvari Cascade 4 is a 78.1MW hydro power project. It is planned on Mtkvari river/basin in Kvemo Kartli, Georgia. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently at the permitting stage. It will be developed in a single phase. The project construction is likely to commence in 2025 and is expected to enter into commercial operation in 2027. Buy the profile here.
The project is being developed by Gross Energy Group and VM Electric. The project is currently owned by VM Electric.
Mtkvari Cascade 4 is a run-of-river project. The project is expected to generate 614.9 GWh of electricity.
The project construction is expected to commence from 2025. Subsequent to that it will enter into commercial operation by 2027.
Power purchase agreement
The power generated from the project will be sold to Electricity System Commercial Operator under a power purchase agreement.
For more details on Mtkvari Cascade 4, buy the profile here.


Centrifugal Pump 400s57
|FOB Price:||US $1,000 / Piece|
|Min. Order:||1 Piece|
|Min. Order||FOB Price|
|1 Piece||US $1,000/ Piece|
|Production Capacity:||6, 000PCS/Year|
|Transport Package:||Woodcase Suit for Export|
|Payment Terms:||L/C, T/T|
- Model NO.: M&W 400S57
- Working Pressure: Low Pressure Pump
- Position of Pump Shaft: Horizontal Pump
- Specification: SGS
- HS Code: 8413709990
- Impeller Number: Single-Stage Pump
- Influent Type of Impeller: Double-Suction Pump
- Trademark: M&W pump
- Origin: Changsha, Hunan, China
S (SM, SF, SL) pump is a new generation product with advanced performance, stable operation, safety and reliability.
This pump is designed according to National standard with high serialization, standardization and universalization. It adopts new materials and structure in the design, so it can transfer many kinds of mediums.
S type pump is for the transfer of clear water or other liquids with physical and chemical property similar to water. SM type pump is for the transfer of medium with much sediment. SF type pump is for the transfer of corrosive medium. SY type pump is for the transfer of oil. S (SM, SF, SL, SY) series of pumps can be applied to water supply and drainage for factories, mines, cities and power stations, farmland irrigation and drainage as well as water conservancy projects. The transfer medium temperature is between -20 degree to 80 degree.
Performance Range: Capacity Q: 50~15000m3/h
Head H: 8.6~140m
All pumps of this series can run with speed decrease and different parameters and structure can be designed according to customers' requirements.
Structure: S (SM, SF, SY) type pump is installed horizontally with inlet and outlet line under the pump axial centerline. It is perpendicular to pump axial line. It only needs to remove the pump cover and take out rotor part without dismantling the inlet and outlet pipelines during the overhaul. The pump mainly consists of pump body, pump cover, impeller, sealing ring, shaft sleeve and bearing. The pump body and pump cover constitute impeller working chamber. The impeller axial force is balanced by impeller symmetrical layout.
Bearing: Rolling bearings with grease lubrication at both ends of the pump support the rotor part. Lubrication oil will be adopted if the inlet diameter is more than 700mm.
Shaft seal: 1. Soft packing seal; 2. Mechanical seal (diameter below 800mm).
SL means vertical installation. The suction inlet and discharge outlet are both horizontal. The split surface of pump body and pump cover is perpendicularly separated from axial centerline.
The rotation direction is clockwise viewed from the end of motor (The rotation direction can be designed to be anti clockwise as per customers' requirements).
Materials of flow passage components: Cast iron for S type pump; Anti friction cast iron, cast steel and stainless steel for SM and SY type pump; NiCr cast iron and stainless steel for SF type pump. Different materials can be applied as per customers' requirements.
Model instruction: Eg. 500S (SM, SF, SL, SY) 35A
500-Pump inlet diameter (mm)
S-Single stage double suction centrifugal clear water pump
SM-Anti friction single stage double suction centrifugal pump
SF-Anti corrosion single stage double suction centrifugal pump
SY-Oil type single stage double suction centrifugal pump
SL-Vertical single stage double suction centrifugal
35-Head at the design point (m)
A-The first cut of impeller


Built to operate for diverse applications
• Delta Engineering designs and manufactures Hydraulic Power Units as per the customer's specific requirements.
• Open-Loop or Closed-Loop Hydraulic Power Units available.
• Hydraulic Power Units fitted with Electrical Switchgear and Control Systems.
• Hydraulic Power Unit Management System available for all of our Power Units for maximum productivity and efficiency.
• Varying Hydraulic Power Unit tank sizes available depending on the application.
• Rugged construction for outdoor use.
• Optional Oil Cooler installed in the Hydraulic Power Unit.
• Sump can be supplied for all of our Hydraulic Power Units.
• Fully guarded safety feature with lockable doors for a neat and professional Hydraulic Power Unit.


T.Y. Lin International was retained to develop plans and contract documents for the rehabilitation of Movable Dam 9 at Lock E-13 on the Mohawk River/Erie Canal. The dam consists of two 186.5-foot steel trusses supporting 15 vertical lift gates. Constructed in 1914 with modifications added in 1924, the dam was severely deteriorated, requiring remediation of the structural steel superstructure and gates, as well as the substructure units and concrete aprons. Rehabilitation of the mechanical components and DC electrical system are also included in the project scope. As large cofferdams are employed to dewater each span for construction, a detailed hydraulic analysis of the cofferdam impacts was also required as part of the design package.
- The dam consists of two 186.5-foot steel trusses supporting 15 vertical lift gates.
In addition to the required structural repairs, the project also involved investigation of hazardous waste and contaminated materials (HWCM), asbestos, lead, and the impacts to threatened and endangered species. Barge mounted drilling rigs were used to perform geotechnical investigations.


The Mengkuang Dam has been expanded to meet Penang’s water supply needs during annual dry seasons in the 21st Century.
On 14.12.1985, the Yang DiPertua Negeri (Governor) of Penang, TYT Tun Datuk Dr. Haji Awang bin Hassan, officially opened the “original” Mengkuang Dam. About 35 years ago, its maximum effective capacity was 22.0 billion litres.
The Mengkuang Dam Expansion Project (MDEP) is undertaken by the Malaysian Federal Government as part of its commitments to Penang for migrating to the National Water Services Restructuring Initiative (NWSRI) in 2011.
Works commenced from 2011. Phase 1 of the MDEP saw the construction of a new dam with a crest length of 2km and a maximum height of 56.6m; as well as the raising of the original dam structure by 11m and other associated works.
The two dams were subsequently “joined” to form one significantly larger body of water with a maximum surface area of 3.4 sq. km (as compared to 1.74 sq. km previously). Today, the maximum effective capacity of the dam is 86.40 billion litres.
On 26.10.2020, the Federal Government officially handed back the expanded Mengkuang Dam to the Penang State Government.


These manifolds are generally used in differential pressure applications with pressure gauges, Pressure switches & pressure transmitters. Two isolation valves & one equalising valve is provided.
The standard connections are 1/2” NPTF.
The drain connection of 1/4” NPT is provided as an option.
The different models are available as mentioned below.


Affiliated Marine Energy Engineering Documents
Total results: 1
|Date Sort ascending
|Type of Content
|A numerical study on the performance of a superhydrophobic coated very low head (VLH) axial hydraulic turbine using entropy generation method
|Haghighi, M., Merghavami, S., Ghorani, M.
|Current, Axial Flow Turbine
|Hydrodynamics, Materials, Performance


SCH Number 2017062036
- Anderson Heights Reservoir Replacement and Pressure Regulating Valve Station
- The proposed project entails replacement of an existing 1 million gallon concrete water storage reservoir with a new 1.4 MG welded steel tank on the same site. The work will also include the installation of an 8-in pressure regulating valve station within a 10-ft by 4-ft vault within the public ROW at the south end of West Street in Anderson.
2 documents in project


Paceco dam has been built in the ‘80th with the main function of avoiding the risk of flood in Trapani City (Sicily).
Main Features of the Dam
- Volume of the retention basin: 15×106 m3
- Type: zoned earthfill dam with clay impervious core
- Reservoir capacity: 400.000 m3
- Crest length: 400 m
- Maximum height: 40 m
- Spillway type: ungated type
The dam foundation consists of greyish blue fissured clays (Plio-Pleistocene), covered with gravel, sand and silti (recent alluvium).
Services provided by Sering technicians
- Detailed design of foundations
- Selection and control of materials for dam construction
- Supervision of works
- Monitoring during and after construction


The stairway from lower Golden Gardens Park to the off-leash dog area is scheduled to close today (Thursday, August 25) for approximately three months for a park improvement project.
During this time, the stairway and upper landing area will be closed.
This project will provide drainage improvements and replace damaged portions of the existing concrete stairway. The project will also replace multiple sections of failing stairs with a new 6 ft. wide concrete stairway. New ADA-compliant hand railings and landings will also be installed as part of the renovation.
Drainage improvements will include replacement of deteriorated storm drain infrastructure and enhancement of the open concrete channel adjacent to the stairway. The improved drainage system will capture and redirect localized surface and subsurface flows to reduce subgrade settling and re-occurrence of current erosion problems.
All work will be done in accordance with applicable environmental and regulatory requirements.
Funding for the project is provided by the 2008 voter-approved Parks and Green Spaces Levy.
Construction is anticipated to be complete by December 2016. Click here to learn more about the improvement project.


The project will provide structural improvements to the existing low water crossings located on Classen Road & Jung Road to provide unflooded access to the area during the 1% (100-year) storm event. Channel improvements will be made to Knoll Creek at the current low water crossings to accommodate the proposed structures. An interceptor drainage swale will be constructed parallel to Briarcrest to eliminate the flooding on the roadway.
Jung Road is currently open to public traffic as of January 18, 2016. Periodically, Jung Road may have lane closures until completion of the project. Classen Road will be closed from January 19, 2016 for the construction of a new low water crossing and relocation of utilities until the completion of the project (anticipated to be in late May 2016).


Two new bridges as part of the N2 Interchange to the new King Shaka In...Read more
Construction of a dividing wall supporting giant U-beam to house the d...Read more
Civil construction of new waste-water treatment infrastructure element...Read more
Construction of 233m long, 28m high clay core dam wall with concrete w...Read more
Civil construction of a 55Ml/day water treatment works, including bulk...Read more
Consolidation grouting of dolomitic areas.
Design and construction of the piling works for new Coal Fired Power S...Read more
Installation of 750kN strand anchors to stabilise the existing Ben Sch...Read more
Bulk earthworks, permanent lateral support and structural piles.
Basement construction with permanent lateral support.


- Flood Warning issued May 27 at 6:36AM CDT until May 30 at 3:10AM CDT by NWS
- Effective: 6:36 a.m. on Friday, May 27, 2016
- Expires: 3:10 a.m. on Monday, May 30, 2016
...The Flood Warning continues for the following rivers in Kansas...
Kansas River at 23rd Street affecting Wyandotte County.
Blackwater River near Blue Lick affecting Cooper and Saline
Missouri River at St Joseph affecting Doniphan...Andrew and Buchanan
Missouri River at Atchison affecting Atchison...Buchanan and Platte
Missouri River at Glasgow affecting Chariton...Howard and Saline
Missouri River at Boonville affecting Cooper and Howard Counties.
Petite Saline Creek near Boonville affecting Cooper County.
South Grand River at Urich affecting Bates...Cass and Henry
Stranger Creek at Easton affecting Atchison and Leavenworth
Stranger Creek near Tonganoxie affecting Leavenworth County.
Tarkio River at Fairfax affecting Atchison and Holt Counties.
...The Flood Warning continues for the following rivers in
Big Creek at Blairstown affecting Cass...Henry and Johnson
Blackwater River at Valley City affecting Johnson and Pettis
Crooked River near Richmond affecting Ray County.
Fishing River near Mosby affecting Clay and Ray Counties.
Grand River near Pattonsburg affecting Daviess and Gentry Counties.
Grand River near Gallatin affecting Daviess and Livingston
Grand River near Chillicothe affecting Linn and Livingston
Grand River near Sumner affecting Carroll...Chariton...Linn and
Grand River near Brunswick affecting Carroll and Chariton Counties.
Lamine River near Otterville affecting Cooper County.
Little Platte River at Smithville affecting Clay and Platte
Marais Des Cygnes River at Osawatomie affecting Miami County.
Marais Des Cygnes River at La Cygne affecting Linn County.
Missouri River at Leavenworth affecting Leavenworth and Platte
Missouri River at Sibley affecting Clay...Jackson and Ray Counties.
Missouri River at Napoleon affecting Jackson...Lafayette and Ray
Missouri River at Waverly affecting Carroll...Lafayette and Saline
Missouri River At Miami affecting Carroll...Chariton and Saline
Platte River near Agency affecting Buchanan County.
Platte River At Sharps Station affecting Platte County.
Platte River near Platte City affecting Platte County.
The Flood Warning continues for
The Grand River near Gallatin.
* from Saturday afternoon to late Sunday night.
* At 5:45 AM Friday the stage was 7.6 feet.
* Flood stage is 26.0 feet.
* Minor flooding is forecast.
* Forecast...Rise above flood stage by Saturday afternoon and
continue to rise to near 26.4 feet by early Sunday morning. The
river will fall below flood stage by Sunday morning.
* At 26.0 feet...Low-lying woodlands and farmland along the river
Location FS Stage Day/Time Forecast
Gallatin 26 7.6 Fri 06 AM 26.4 early Sunday morning
- See more at NOAA


The Asian Development Bank (ADB) has approved a loan of $231 million for the development of the Lower Kopili hydroelectric power project in Assam. The project is located on the Kopili river and will have a capacity of 120 MW. To be developed by Assam Power Generation Corporation Limited, the project is expected to address peak power demands in the state. The funding includes a sum of $2 million, allocated under ADB’s Japan Fund for Poverty Reduction. It will be used for community-based disaster resilience initiatives and resource management. Further, steps will be taken to reduce acidity levels in the Kopili river. The funding represents the third tranche of the $300 million allocated by the ADB for the Assam Power Sector Investment Program. So far, the funding has been used for the upgrade of the 70 MW Lakwa gas project and the improvement of power distribution systems in the state.


Sinohydro Corporation (Sinohydro) has signed a contract with Ecuador’s President Rafael Correa to build a $2 billion Coca-Codo-Sinclair hydroelectric project in Ecuador, Xinhua News Agency reported. The project will be constructed along the Ecuadorian Amazon River and will be located about 75 km from the capital city of Quito. The plant will have a total capacity of 1,500 MW generating 8.8 billion kW annually which will be capable of meeting 75% of the Ecuador’s power supply.
The project also includes the construction of a dam to use the waters from Coca River, a machine house and an 24 km-long underground tunnel.
The Export-Import Bank of China will cover 85% of the project's total cost and the remaining 15% will be covered by the Ecuador government.
The project will create about 4,000 direct jobs and 15,000 indirect jobs in Ecuador, Correa said.


ASC Tech 40PC Domestic Pump
The ASC Tech 40-PC is a self priming pump suitable for spear point applications. With self priming capabilities, the pump has a suction capacity of 8 meters. It also means the pump will automatically re-prime in the event of running dry from your water source. The pump is suitable for domestic and garden application. The ASC Tech-40PC comes with an automatic pressure controller that will start and stop the pump on demand, and also includes dry run protection.
- Automatic Pressure Controller to turn the pump on and off on demand, with built in dry run protection.
- Run dry protection to prevent pump damage.
- Automatic electronic control has in-built check valve to prevent water back flow through the pump.
- 1.5bar pump cut in for greater versatility.
- 3m suction head
- Suitable for small to medium garden irrigation.
Max. flow: 50 L/min
Max. head: 30 m
Output power: 400W
Max. suction: 3 m
Protection class: IPX4
Insulation class: F
Max. ambient temperature: 40℃


Client: A Aufferber
Project: Buchanan Road Drainage
Duration: March 2016
Project Value: $200,000
Project Details: Works for this project involved updates to the property to improve drainage. This involved the demolition of an existing spoon drain, concrete and removal of stormwater pipes and associated connections from the building. New works involved earthworks to reshape the existing gravel hardstand to drainage lines and supply and install stormwater and connect to downpipes. Concrete works included the construction of a 407m2 slab, 125mm thick upstand concrete retaining wall and construction of an 80m long concrete spoon drain.


Hutchinson Water International Holdings (HWL)
Description for Kokhav Hayarden Hydropower (Israel)
Kokhav Hayarden is a classical Pumped Storage Plant with an installed power of 300 MW
- Upper Dam ( Earthfill, H = 25 m, L = 1.8 km, Vol. = 1.5 Mm3, Live Storage = 3.1 Mm3 )
- Lower Dam ( Rockfill w. concrete facing, H = 18 m, L = 1.7 km, Vol. = 0.2 Mm2, Live Storage = 2.8 Mm3 )
- Headrace tunnel ( L = 755 m, D = 5.5 m, Concrete Lining )
- Upper Surge Shaft ( H = 48 m, D = 14 m )
- Penstock ( H = 670 m, D = 4 m )
- Underground Power House ( No. 2 Francis turbines, IP = 300 MW )
- Tailrace Tunnel ( L = 1.6 km, D = 5.5 m )
Hydropower Projects (Ghana)
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Water storage for irrigation, capacity 58 Mm³.
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Hydroelectric Power Plant, with IP = 525 MW, which the exploits of N° 5...
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This is a feasibility study of high voltage...
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This project foresees the rehabilitation for the...
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Hydropower cascade including the existing plants of Karjali (IP = 106 MW),...
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Addis Ababa urban water supply scheme with a storage capacity of 40 Mm3.


Power generation began at Big Bend Dam in 1964 and the entire complex was completed in 1966. Big Bend hydroelectric power plant is operated to meet peak demands for electricity in the Missouri River Basin. The power plant houses eight units with combined maximum generation capacity of 494,320 kilowatts. This is enough power for about 95,000 homes. The first unit went into operation in 1964 and by 1966 all eight generators were producing commercial electricity.


Shawan is a 480MW hydro power project. It is located on Dadu river/basin in Sichuan, China. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. The project construction commenced in 2005 and subsequently entered into commercial operation in 2009. Buy the profile here.
The project is developed and owned by Sichuan Shengda Hydropower Development.
The project generated 2,407 GWh of electricity. The project cost is $499.421m.
The project construction commenced in 2005 and subsequently entered into commercial operation in 2009.
Power purchase agreement
The power generated from the project is sold to Central China Grid under a power purchase agreement with a contracted capacity is 2,082.5GWh.
Dongfang Electric was selected as the turbine supplier for the hydro power project. The company provided 4 units of kaplan turbines, each with 120MW nameplate capacity.
Dongfang Electric supplied 4 electric generators for the project. The generator capacity is 120 MVA.
For more details on Shawan, buy the profile here.


Tenders are invited for project consists of deconstructing the existing 320,000 gallon bolted steel ground storage tank
; removal and replacement of subgrade; bolted steel ground storage tank
floor replacement; ground storage tank
rings, roof and appurtenance reconstruction; and interior recoating.
According to the Emerson, Enardo LLC, based in the Woodlands, Texas, provides above ground storage tank
products and services.
Tenders are invited for removal of the existing 250,000 gallon bolted galvanized ground storage tank
and the construction of a new 250,000 gallon concrete ground storage tank
The types of rainwater collection systems constructed are reinforced concrete ground storage tank
, reinforced steel ground storage tank
, plastic container tank, and concrete storage tank.
the owner will purchase a 33,549 gallon ground storage tank
that the tank vendor will erect on the concrete slab to be constructed under this contract, three booster pumps, a control panel, pressure switches for contractor to install.
Tenders are invited for Mg Ground Storage Tank
Mixing System Upgrades
1 ea demolishion and removal of 100,000 ga existing, 1 ea 100,000 gallon ground storage tank
on existing foundation complete with tank construction, tank accessories, painting, disinfection and installation, electrical internal for complete installation.
The rainwater collectors shall conform to the prototypes prescribed by DPWH such as reinforced ground storage tank
with capacity of 4,000 liters of water, reinforced steel ground storage tank
with 4,000 liters of capacity, plastic container tank and concrete storage tank with a capacity of 6,000 liters.
According to DPWH specifications, the design of the RWCs should conform to the prototypes as prescribed by DPWH such as reinforced ground storage tank
, with capacity of 4,000 liters of water, reinforced steel ground storage tank
with 4,000 liters of capacity, and plastic container tank and concrete storage tank with a capacity of 6, liters.
Tenders are invited for Replacement of existing ground storage tank
fill valves in existing valve vaults with electrically-actuated plunger valves at the following pump station/ground storage tank
sites in gwinnett county: grayson (2), lanier mountain (3), rock quarry (1), norcross (1), rockbridge (1), and bogan road (1).
0 million gallon ground storage tank
at the Hood Road Water Treatment Plant and related water piping, fittings, and appurtenances.


November 28, 2022 (MLN): The government has released an amount of Rs21.4 billion for various water resources schemes under the annual Public Sector Development Programme (PSDP) during the 1QFY23.
According to the data of the Planning Commission, the government has specified a sum of Rs97.6bn for various projects in PSDP 2022-23.
Ongoing schemes included 13 hydel and 61 water sector projects, whereas the new projects were only 13.
Furthermore, the allocation of ongoing hydel projects included Rs 55.38bn for Dasu Hydropower Project (2,160 MW), Rs12.08bn for Neelum Jhelum Hydropower Project (696 MW), and Rs12bn for Tarbela 5th Extension Hydro Power Project (1,410 MW).
Among the ongoing water sector projects, Rs20bn each was allocated for Diamer Basha Dam Project and K-4 Greater water Supply Scheme (260 MGD), Rs12.06bn for Mohmand Multipurpose Dam Project, Rs7bn for Diamer Basha Dam Project (Land Acquisition and Resettlement).
In addition, Rs5,000 for each for Nai Gaj Dam Project Dadu (Sindh) and Karachi Canal Project (Phase-I) Dera Bugti, Naseerabad, Bolan, and Jhal Magsi.
The major allocation for new schemes included Rs500 million for the Chashma Right Bank Canal Left Cum Gravity Project and Rs300mn each for the construction of five Small Dams Salari-2 Dam, Rai Jo Da Dam, Shalmani Dam, Garwari Dam, and Amari Dam in Kohistan Dadu, for construction of six dams including Densi, Kcodal, Kambowah, Khiropora, and others; for construction of six smalls dams in District Zhob and Sherani, and others projects.
Copyright Mettis Link News
Posted on: 2022-11-28T12:29:43+05:00


Definitions of Efficiencies Centrifugal pump
Definitions of Heads also Efficiencies Centrifugal Pump
- Suction Head (hs): This is the vertical height of the centre line of the centrifugal pump over the water surface in the tank or pump from which water is to be lifted. This height is also called suction lift also is denoted by ‘hs’.
- Delivery Head (HD): Some vertical distance within the centre line from this pump also the water surface into the tank to which water exists delivered is known as the delivery head. Here is denoted by ‘HD’.
- Static Head (Hs): The sum of the suction head and the delivery head is known as a static head. That is represented by ‘Hs’ also written as
Efficiencies Centrifugal Pump H=hs+hd
- Manometric Head (Hm): Every manometric head is defined as a unique head against which a centrifugal pump has to work. This is denoted by Hm.
Efficiencies of a Centrifugal Pump
- In the case of a centrifugal pump, some power is transmitted from the shaft of the electric motor so the shaft of the pump also then to the impeller. Of the impeller, a special power is given to the water. Therefore power is decreasing from every shaft of the pump to the impeller and also then to the water.
The following are the important efficiencies of a centrifugal pump
- Manometric Efficiency (ηman) That ratio of that manometric head toward some head imparted by the impeller toward the water is known as manometric efficiency. Mathematically, here is written as
Ƞman=Manometric head / Head imparted on the impeller so the water
- Mechanical Efficiency (ηm): This power at the shaft of the centrifugal pump is higher than the power available through the impeller of the pump. Some ratio of the power available at the impeller to this power at the shaft of the centrifugal pump remains known as mechanical efficiency. It is written as
ηm=Power to the impeller / Power to the shaft
- Overall Efficiency (ηo): This is defined as the ratio of the power output of the pump to the power input into the pump.
ηo=Power output from the pump/ Power output from the pump
ηo = ηman x ηm


Forecast for 2023-04-15
River conditions forecasts posted on 2023-04-15 by Ottawa River Regulating Committee
Water levels and flows on the main stem of the Ottawa River are increasing in all locations due to the rapid melt of the snowpack in the central and southern parts of the basin. Minor flood levels could be exceeded in flood prone areas along the river from Lake Coulonge down to the Montreal area starting Monday. The minor flood level is defined as the level at which parts of some streets, lawns and parks are beginning to flood, with no or few houses/buildings being affected.
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Abuja - Nigeria
Sarin Iniziative Industriali S.p.A.
1995 - 2002
Description for Bwari (Nigeria)
Water supply system for the district of Abuja, including pipelines, pumping station, storage and surge tank.
- Pumping Station (No. 6 pumps, Q = 310 l/s, H = 95 m)
- Main Pipeline (D = 600 mm, L = 13.8 km, No. 50 wash out and air relief valves, No. 5 control cabins)
- Distribution Pipelines (D = 150-300 mm, L = 8.3 km, No. 50 user points)
- Storage Tank (V = 12'500 m³, H = 7 m)
- No. 1 Telecontrol System
- No. 50 Distribution Fountains
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Namakhvani HPP Cascade, includes the construction of three hydropower schemes...
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Montedoglio dam has suffered some damages at the spillway and dam body due to...
Maswa project including domestic water supply pipeline for the district...
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Santu Miali (Italy)
Refurbishment of the Santu Miali hydropower plant
Hydroelectric project on the Victoria Nile River within an installed power of...
The scope of the assignment is the rehabilitation of the existing Hermitage...


Nevesinje is a 61MW hydro power project. It is planned on Trebisnjica river/basin in Bosnia and Herzegovina. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently at the under construction stage. It will be developed in a single phase. The project construction is likely to commence in 2021 and is expected to enter into commercial operation in 2028. Buy the profile here.
The project is being developed and currently owned by Hidroelektrane na Trebisnjici. The company has a stake of 100%.
The net head of the project will be 127.1m. The project is expected to generate 100.6 GWh of electricity.
The hydro power project consists of 1 turbine with 61MW nameplate capacity.
The project construction is expected to commence from 2021. Subsequent to that it will enter into commercial operation by 2028.
For more details on Nevesinje, buy the profile here.
About Hidroelektrane na Trebisnjici
Hidroelektrane na Trebisnjici AD is engaged in the production ans supplying of hydroelectricity. The company is headquartered in Bosnia and Herzegovina.


India has recently approved a $3.9 billion hydropower project near the India-China border. This project, known as the Teesta III Hydroelectric Project, is expected to produce 2,400 MW of power, making it the second-largest hydropower project in India.
Some points regarding hydropower project:
The project will be built in the Sikkim region at the India-China border and will involve the construction of two dams on the Teesta River and its tributaries. It is expected to be completed in five years and will provide power to the eastern Indian states of Sikkim, West Bengal, Bihar and Jharkhand.
This project is a major step towards increasing India’s power generation capacity and providing ample electricity to the people of these states. It is also expected to be beneficial to the local communities, as it will provide them with a reliable source of electricity. Additionally, the project is expected to generate new employment opportunities for the local people and help them to boost their livelihood.
The project has been approved by India’s Cabinet Committee on Economic Affairs (CCEA) and is expected to be funded by the Power Finance Corporation. It is also expected to be a major step towards strengthening India’s energy security, as it will help to reduce the country’s dependence on imported energy.
The project has been welcomed by many as a great step towards improving India’s energy security and helping the country to meet its energy needs. It is also expected to be beneficial to the environment, as it will reduce pollution levels in the area and help to conserve water resources.
The project, which is being funded by the Indian government, will involve the construction of a 600-megawatt hydropower plant near the China-India border. This will be the first such project in the region, and is expected to be the largest hydroelectric plant in India.
The project is expected to create thousands of jobs in the region, as well as provide electricity to hundreds of villages in the region. The project is part of India’s ambitious plan to reduce energy poverty in the region, and is expected to generate up to 700 megawatts of power.
The project is also expected to benefit the environment, as it will use the force of the water to generate electricity, thereby reducing emissions and helping to reduce global warming. The project is part of India’s commitment to the Paris Agreement, which seeks to reduce global emissions and promote clean energy production.
The project is expected to be completed in five years, and is expected to bring much needed electricity to the region. The project is also expected to bring much needed economic development to the region, and could have a positive impact on the livelihoods of people living there
This project is a great example of the Indian government’s commitment to providing reliable and clean energy for its citizens. It is also a major step towards improving India’s energy security and helping to reduce the country’s dependence on imported energy. It is expected to be beneficial to both the environment and the local people, and it will help to boost the economy of the area.


Lockwasher (4) (Item 195, Appendix F)
This task covers:
c. Follow-On Maintenance
Engine OFF, (TM 9-2320-364-10)
Wheels chocked, (TM 9-2320-364-10)
Tools and Special Tools
Tool Kit, General Mechanics: Automotive
(Item 74, Appendix G)
Socket Set, 3/8 in (Item 62, Appendix G)
Wrench, Torque (0 to 60 N.m)
(Item 98, Appendix G)
20-15. HYDRAULIC FLUID LEVEL GAGE REPLACEMENT.
Connector is removed by gently
prying on tab and pulling
Disconnect connector (1) from fluid level
Remove four screws (3) and lockwashers (4)
from fluid level gage (2). Discard
Handle fluid level gage with care
to avoid damage to gage.
Remove fluid level gage (2) from hydraulic
After fluid level gage is removed,
cover opening to keep foreign
matter out of hydraulic reservoir
and to prevent possible damage.
Cover opening of hydraulic reservoir (5).


Three Gorges Dam is the largest hydropower project in the world. Construction was started on December 14, 1994,the Three Gorges Dam is located in Sandouping Terrace in the middle section of Xiling Gorge in Yichang City, 38 km away from Gezhouba Dam Water Control Project.The construction of the dam was estimated to submerged 287.5 square km arable land and 1,131,800 residents living along the area were relocated finally.
The Dam-viewing Spot is located on the south bank of the Yangtze River down the Dam. With an average altitude of 690 meters, it is the best spot to view the whole dam and the overall gorge and the vast lake.
The project of Three Gorges Dam is made up of the construction of the main structure and the diversion construction. Being a concrete gravity dam, it has a 3035-meter-long top and a storage capacity of 39.3 billion cubic meters. The 26 generator equipped on the dam can produce 84.9 billion Kw of electricity per year and the shipping capacity has been improved from ten million tons to fifty million tons, which brings a cost reduction of 35% of the original.
Not only does the completion of Three Gorges Dam in 2009 form a huge reservoir with a length of 600 km, but also it creates a breath-taking artificial landscape in the world. The project has also improved the navigable condition of the lakes among the mountain ranges and made it more convenient to access the natural and historic scenic spots scattering nearby.
Add: Sandouping, Yichang City,Hubei Province
Entrance Ticket : CNY105 (including car fare for the tour bus & entrance fee to the top of the dam).
Opening Hour: 08:00-17:30


The contents of this study include the presentation of recommended drainage design criteria, description of drainage areas, runoff computations, recommended channel improvements, proposed drainage structures and cost estimates. Of primary importance are the maps showing the required channels and structures to handle the storm water runoff according to the design criteria.
This Drainage Study is a dynamic plan, meaning that it is subject to continuously changing conditions. Recommended improvements are based upon certain projected data base. As this data base changes in the future, the Drainage Study should be updated accordingly.


Oldman River Hydroelectric Plant
|Oldman River Hydroelectric Plant|
|Location||Municipal District of Pincher Creek No. 9, near Pincher Creek, Alberta|
|Coordinates||49°33′39″N 113°53′45″W / 49.56083°N 113.89583°W|
|Construction cost||$34 million|
|Owner(s)||Atco Power |
|Thermal power station|
|Nameplate capacity||32 MW|
Oldman River Hydroelectric Plant is a run-of-river hydroelectric power station owned by Atco Power (75%) and Piikani Nation (25%). The plant is located on the Oldman River near in Pincher Creek, Alberta, Canada. The plant is primarily used to supply power onto the Alberta grid.
The plant consists of:
- Two horizontal axis Francis turbines, (VA Tech Bouvier Canada with GE generators).
- ^ "ATCO Power opens Oldman River plant". Power Engineering. 2003-10-03. Retrieved 2021-02-28.
- ^ "Oldman River Hydroelectric Plant". Retrieved 2012-05-24.


- KCII Radio - http://kciiradio.com -
Waters Past Flood Stages
Posted By News On @ 6:30 am In Today's Local News | Comments Disabled
As of 5 a.m. today, the English River at Kalona is over flood stage with water levels at 19.5 feet, flood stage for the area is 14 feet; the water has risen nearly 13 feet in 24 hours.
The Iowa River near Lone Tree is also above flood stage. It is at 17.1 feet and flood stage for the area is 15 feet. The Iowa River at Columbus Junction is also above flood stage at 19.4 feet with flood stage for the area being 19 feet. And the Iowa River at Wapello has risen 2.6 feet in the past 24 hours, with waters at 20.2 feet; flood stage for the area is 20 feet.
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Sungai Muar Raw Water Transfer Project
Contract Sum (MYR)
Sungai Muar Raw Water Transfer Project, Kuala Pilah, Negeri Sembilan Darul Khusus
The Sungai Muar Raw Water Transfer project commenced on 15 March, 2004. This project involved the construction and supervision of all civil and structural engineering works and building services.
ZECON has designed, manufactured, supplied, delivered, installed, tested and commissioned the mechanical and electrical works at the 100MLD intake site and raw water pumping station. The manufacture, supply and laying of the 17-kilometre DN1150mm mild steel concrete-lined pipeline for supplying water from the Muar River to the Talang Dam in Kuala Pilah, Negeri Sembilan have also been successfully completed.
N S Water Konsortium – ZECON JV Sdn Bhd
Jabatan Bekalan Air Negeri Sembilan (JBANS)


Jet pump is also a main pump in the whole pump family. Aluminum motor body, cast iron or stainless steel pump body, C&U bearing, silion carbide mechanical seal and stainless steel shaft. The main voltage is 230v, 50hz, the power is from 0.37kw to 1.5kw. JET60’s max head can be 38m and max flow is 40m3. We have models JET60, JET80, JET100, JET150 and so on.


Recreation and fishing on the Shardarinsky reservoir -
A trip to the Shardara reservoir from Almaty -
Shardara reservoir (kaz. Shardara) is a dam reservoir on the territory of the Turkestan region in Kazakhstan, extending also to the territory of Uzbekistan. The dam to fill the reservoir with water was built in 1966. The Shardarinskaya hydroelectric power station is located on the dam, the energy of which is used for energy and water flow regulation. There are boats on the reservoir on which you can walk around the reservoir, sports fishing is also developed here (caught released), pike, carp, pike perch are found in the lake.
How to get there, visit -
The Shardara reservoir is located in the Turkestan region on the Syrdarya River, in Kazakhstan. Part of the reservoir is also located on the territory of the neighboring state of Uzbekistan.
GPS coordinates: N41°12'01" E67°59'54"
The Shardara reservoir is quite large, it is the third largest in Kazakhstan and the world, its area is 900 km2., length is 70 km, width is maximum 20 km. The average depth is 6.5 m . The reservoir on the Syrdarya River behind the Chardara hydroelectric dam was filled in 1965-68. The reservoir was built in order to improve the water supply of irrigated areas and eliminate floods in the lower reaches of the Syr Darya, as well as irrigation of new areas. The conditions of navigation along the Syr Darya have also improved and the production of electricity at the Farchad and Kayrakkum HPPs has increased. The excess water in the dam supplies water to Aydarkul Lake. There is a well-developed fishery here such fish as carp, pike perch, pike are found).
Shardara reservoir in Turkestan region


Falcon-Amistad: This project consists of two dams on the Rio Grande River between Texas and Mexico. The United States and Mexico share and operate separate power plants on each side of the Rio Grande River. The State Department’s International Boundary and Water Commission operates the U.S. portion of the projects. The combined capacity of the power plants is evenly divided between the two nations, providing Western with 98 MW of hydropower to market to two south Texas cooperatives over Central Power and Light Company’s transmission system.
Provo River: Authorized in 1935, the Provo River Project includes Deer Creek Dam and Power plant on the Provo River in Utah. Its maximum operating capacity is 5 MW. Customers pay all operating, maintenance and replacement expenses of the project each year, and receive all of the energy it produces.
Salt Lake City Area/Integrated Projects: Power from the Colorado River Storage Project plants was combined with generation from the Collbran and Rio Grande projects into the Salt Lake City Area/Integrated Projects on Oct. 1, 1987. It is marketed under the Post-1989 General Power Marketing and Allocation Criteria. The combined installed capacity of the 11 power plants that comprise the project is 1,819 MW. More than 2,322 circuit-miles of transmission line serve project customers.
See WAPA’s full list of Power Projects.
Last modified on July 7th, 2023


|DI Frontier Market Energy & Carbon Fund K/S (Fund 1)
|Co-Developer and lead equity
|Expected CO2 emission reductions
|State of development
Siti II is a run-of-river hydro plant with a capacity of 16.5 MW which utilizes the hydro power potential of the Siti River as it drops down in a series of rapids in the village of Chesowari, in Mount Elgon region of Uganda. The project is situated immediately downstream of the Siti 1 Hydro Power Project. The project will be connected to the national grid. The project is under construction.
In June 2013, DI Frontier Market Energy & Carbon Fund, became majority shareholder in the project company, Elgon Hydro Siti (PVT) Ltd., with a view to finalize project development and provide equity for the construction of the project.


The Northridge Addition is for 180 acres at the north edge of Watertown, zoned for residential and light commercial use. Civil Design Inc provided services for surveying and engineering design for drainage improvements. The drainage point for over 500 acres was through this subdivision and into a series of three detention basins controlling flows in Roby Creek. Flow into the existing detention basins had to be controlled at historic levels to prevent overloading. Peak discharges were controlled to a peak effluent of approximately 43 cfs, allowing developed flow to remain consistent with the design inflow of the current detention structures. A system of four detention structures was designed and constructed to accomplish this goal, and detention structures were designed to provide green space for the development.
Design elements included roadway design, grading design, detention ponds, control structures, storm sewers, sanitary sewers, potable water, and open channels for storm water conveyance. Also included was subdivision planning, platting, and construction staking.


Oman to expand Barka desalination plant
The Oman Power and Water Procurement Company SAOC has granted ACWA Power Barka the green light to expand its existing water desalination capacity by 10 MIGD (45,460 m³/day)...
The Oman Power and Water Procurement Company SAOC has granted ACWA Power Barka the green light to expand its existing water desalination capacity by 10 MIGD (45,460 m³/day).
The expansion project is an Independent Water Project to be developed on a BOO (Build, Own, Operate) basis and will be located at Barka 65 km north of Muscat, the capital of the Sultanate of Oman.
The expansion project will be constructed adjacent to ACWA Power Barka's existing plant. Additional water capacity produced by the expansion project is expected to help Oman meet a projected shortfall in water desalination production capacity.
A new Water Purchase Agreement will be executed for the expansion project which will work alongside the existing Power and Water Purchase Agreement.
The expansion project will be funded by a syndicated loan from local and regional financial institutions. Construction of the expansion project will commence before the end of Q3 2012 with a completion date to start the production of water slated for Q4 2013.
Mohammad A. Abunayyan, chairman of ACWA Power Barka and owning company ACWA Power International said "In the medium to long-term this expansion project will prove to be a well sought solution to balance shortfalls of current desalinated water production capacity in the Sultanate."
Abunayyan added that the contract will help increase the company’s contracted desalination production capacity from the current 2.3 million m3/day to 5 million m3/day by 2014.


National Dam Inspection Program. Unger Dam (NDI ID Number PA-01090, PennDer ID Number 64-208), Delaware River Basin, Red Shale Brook, Wayne County, Pennsylvania. Phase I Inspection Report
GAI CONSULTANTS INC MONROEVILLE PA
Pagination or Media Count:
Based on a visual inspection, operational history, and hydrologic and hydraulic analysis, the dam is considered to be in good condition. The size classification of the facility is small and its hazard classification is considered to be significant. In accordance with the recommended guidelines, the Spillway Design Flood SDF for the facility ranges between the 100-year frequency flood and the 12 PMF Probable Maximum Flood. Since the facility is classified near the lower bounds of the small category, the SDF is considered to be the 100-year frequency flood. Results of the hydrologic and hydraulic analysis indicate the facility is not capable of passing the inflow resulting from a 100-year frequency flood without overtopping the embankment. Consequently, the spillway at Unger Dam is considered to be inadequate.
- Hydrology, Limnology and Potamology
- Civil Engineering


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SMSV model (mixed flow) are large capacity type submersible propeller pumps with low head capabilities. These pump, which offer high efficiency and superior performance complete with compact design and easy operation, are desugned to meet the requirements for efficient handling of large quantities of water. In particular for installation, maintenance and inspection in pits, Auto In-Pipe Column Installation Type is adobted because of the highly reliability and rapid discharge connections. These feature substantially reduce costs of construction as well as saves labor and energy for the operation
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Basement Channel Drain Basement Waterproofing Channel System Basement Wall Drainage Channel Basement Channel Drain Basement Drainage Channel Channel Drain.
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Burlingame Avenue Storm Drainage Improvement Project
The Burlingame Avenue Storm Drainage Improvement Project seeks to reduce the local ponding/flooding issues and increase the storm drain system capacity for the Oak Grove Manor, Lyon Hoag, and Victoria Park neighborhoods.
Scope: Project work would include construction of curbs and gutters, manholes, abandonment of existing storm drain pipe, new storm drain inlets, and new storm drain mains in public right of ways by open trench, in areas shown on the project drawings.
Project Status: The project was presented to City Council for award on Monday, August 17, 2020. Contractor Cratus, Inc. was awarded the construction contract. This project's construction phase will begin soon. Project is anticipated to be completed by January 2021.(Updated: 9/24/2020)
Plan Holders List


From Simple English Wikipedia, the free encyclopedia
Barrage of the river Eider.
The River Eider is the largest river in the German county Schleswig-Holstein. It is the border river between Schleswig and Holstein. The spring is near Kiel. The Eider flows into the North Sea at a barrage diversion dam.


Wed, Aug 12, 2015, 08:40 AM
Residents belonging to various villages staged a protest near Baswapur reservoir construction site in Nalgonda district opposing Telangana government's decision to increase the storage capacity of the dam. Earlier, the government proposed a reservoir with 0.8 tmc capacity. With Centre raising objections over the storage capacity of Pranahita-Chevella national project, the government decided to construct Baswapur dam with a storage capacity of 8 tmc. People living in the villages, which would face submergence are demanding the government to reveal all the details about the dam and limit water capacity to 0.8 tmc.


WNB Dredge Pump
Type WNB, single stage & suction cantilever centrifugal pump, is specially designed for pumping strongly abrasive gravels with large solids like dross and dregs. Ideal for dredgers, mining, power plants and metallurgic applications. Advanced design, reliable operation and highly generalized construction of the pump shall ensure a long life operation and convenient maintenance.
● Unique impeller design reduced the impacting abrasion on the back of impellers caused by big & large gravels, in addition specially wearable materials added a lot to the perfect operation of liquid contacted parts.
● The domed casing design increased passing capacity and structural strength while reducing impacts on the passageway.
● Double/single casing construction, all slurry contacted parts made of special wearable material of high rigidity, and the rest of QT/HT common cast iron . Single casing for submersible application while double casing pump shall be driven by diesel engine in general with gear box coupling.
● Impeller connected to the pump shaft by trapezoidal screw.
● Space between impeller and wear ring can be easily adjusted through the thrust lever.
● Impeller Removing Cover designed for large horsepower pumps.


$64 Million For Nicaraguan Hydro Power Station
'Larreynaga', a 17-MW hydroelectric power plant will be built with financing from Spain.
Friday, September 25, 2009
Funds for the project will be channeled through the Central American Bank for Economic Integration (CABEI).
The Tumarín hydroelectric project by the Brazilian company Centrales Hidroeléctricas de Nicaragua, has not recorded any material progress, despite repeated announcements of the start of construction.
Brazilian businessmen are holding meetings with government authorities in order to speed up the construction of hydro power plants Jicatuyo and Los Llanitos.
Tenders for the project to double the capacity of the "5 de Noviembre” hydroelectric will begin in 2010.
The Central American Bank for Economic Integration has announced that it has resources available to finance in Nicaragua part of the project by a consortium of Brazilian companies.
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Type DG boiler feed pumps are used for feeding to middle and high pressure boiler or for pumping other high pressure clean water.
The highest applied temperature of middle pressure boiler feed pumps is up to105℃and one of high pressure boiler feed pumps is up to160℃.
32.4-155m³/hr(middle pressure pumps)
200-450m³/hr(high pressure pumps)
Total head range:
367-603m(middle pressure pumps)
1520-1975m(high pressure pumps)
DG pumps are single-casing,Multi-Stage Centrifugal Pump with ring section body.Suction nozzle of type DG 36-50 pump is arranged horizontally and discharge nozzle is arranged vertically up.Suction and discharge nozzles of other type pumps are arranged bertically up,Suction, middle stage and discharge casing are rigidly held together by tie bolts. The joints between these casing are sea led by means of metal-to-metal contact.Typy DG 36-50 pump and its motor have common baseplate, but other type DG pumps and motors don`t have common baseplate.
The shaft sealing of type DG400-180Cis mechanical seals;The shaft sealings of other type DG pumps are soft-packed stuffing boxed and cooled by cooling water. In the region of shaft sealing,the pump shaft is protected by renewable sleeve.
Supply range of complete Set:
Type DG boiler feed pumps are furnished completely with the motor,valve,accessories, spare parts and special hook spanners.
The accessories such as motor, base plate, valve, oil suppling stand etc. are furnished according to convention.


Contacts inked for survey and design works under the Belomorkanal hydraulic engineering installations rehabilitation project
Rosmorrechflot says that The Authority of the White Sea-Onega Basin of Inland Waterways has signed two contracts for survey and design works of the project for rehabilitation of hydraulic engineering structures on White Sea-Baltic Canal (Belomorcanal). The signed agreements are aimed at the implementation of the Inland Waterways federal project under the Comprehensive Main Infrastructure Modernization and Expansion Plan until 2024.
The scope of works includes project development for the reconstruction of hydraulic engineering installations of the Belomorcanal, Phase 4, Locks №№ 2, 14; development of project for the reconstruction of hydraulic engineering installations of Belomorcanal, Dam No. 23. Design and survey works are scheduled for the period until December 2021.
The design documentation for Locks No. 2 and No. 14 envisages the reconstruction of mechanical equipment, concrete structures of heads and slabs of pointing sills, of electrical equipment and communications, reconstruction of auxiliary buildings and structures, of control and measuring equipment, as well as reconstruction of near lock ground and an access road to Lock No. 14. The Dam No. 23 design documentation — the reconstruction of the dam overfall, dam abutments, an emergency spillway, and the restoration of an access road.
Specialists of Aquatic after collection of initial data have begun topographic surveys and plan to conduct hydrological and environmental surveys as well.


The successfully started works on construction of small hydro power plant “Bočac 2” are continued with beginning of new construction season.
Up to now, the preparation earthworks and other preparation works on existing structure (dam), the slopes of the Vrbas river and on the part of main road M 16 (Banja Luka – Jajce) in Bočac, are executed.
The works of anchoring and final stabilization of slope toward main road M 16 with using of prestressed anchors and shotcrete spraying according to design are in progress.
The works of founding and construction of lower drainage channel and mechanical department in new part of dam are planned to be executed.
Due to the construction of abovementioned and other works, there will be changes in traffic regime.
Drivers are warned to be careful and patient.
More about the Project: https://integral.ba/aktuelni-projekti/?lang=en


1.60 km (0.62 sq mi)
Lac de l'Hongrin Wikipedia
Lac de l'Hongrin is a reservoir in Vaud, Switzerland. The reservoir with a surface area of 1.60 km2 (0.62 sq mi) is located in the municipalities of Château-d'Œx and Ormont-Dessous. The two arch dams Hongrin Nord and Hongrin Sud were completed in 1969. The Dam helps with hydro electricity, and stops flooding in the area.
The water of the Hongrin reservoir is used for the Veytaux Pumped Storage Power Station. This power station has currently a nameplate capacity of 240 megawatts. Additional turbines which will double capacity to 480 MW will be commissioned by end of 2015.


« View county listFlood Warning
1202 PM EDT WED JUL 1 2015
The Flood Warning continues for
The Wabash River at Lafayette.
* until further notice.
* At 11:31 AM Wednesday the stage was 19.7 feet.
* Flood stage is 11.0 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Forecast...The river will continue rising to near 19.7 feet by this
afternoon. Additional rises may be possible thereafter.
* At 20.0 feet...Extensive flooding increases. Flood waters begin to
cover Stair Road located on the southeast side of the river just
off SR 225 in NE Tippecanoe County. Low portions of Barton Beach
Rd is flooded. Several river residences are nearly isolated by high
water. River residences near Interstate 65 are affected by high
water. River Road near River Bend Hospital floods. Local roads
begin to flood in the Granville Bridge area. River residents become
LAT...LON 4056 8673 4048 8688 4040 8709 4033 8709
4040 8688 4054 8670


Toowoomba Regional Council (TRC) is completing the latest stage of vital renewal works on the Perseverance raw water main north of Toowoomba.
TRC Water and Waste Committee chair Cr Nancy Sommerfield said Council was finalising work on replacing a 1.3km section of the Perseverance raw water main near Geham.
“Council has contributed $8 million in the current financial year for the ongoing replacement of ageing sections of the pipeline,” Cr Sommerfield said.
“The overall project involves replacing the 28km pre-stressed concrete water main from the Pechey reservoirs to the Mt Kynoch Water Treatment Plant. This work has been scheduled in the cooler, off-demand months and will be completed over several years.


+254 708 274961
P.O BOX 183 - 90300 Makueni
Located in Mwaani village in Ilima ward, Kaiti Sub-county. It was funded by Sand Authority in the financial year 2018/2019. The sand Dam is constructed across Manyanzala river which joins Kaiti River at the lower point and has sand storage capacity is approximately 65736m3.


Flow switches are automatic devices, It is used in regulating the flow of air, steam, or liquid. The pump usually operates it. The trip signal will indicate to the pump to turn on or turn off. It also adjusts the flow rate that is too low or high. At Proteus Industries, we provide the best type of flow switch devices at an average cost.


These four projects will add 3,428 MW of eco-friendly electricity to the national grid and create thousands of new jobs, CPEC Officials.
Islamabad: These projects will also create vast employment opportunities for millions of people. In the first phase, nine coal energy projects have reached completion, which is adding 5,320 MW of electricity to the national grid to control load shedding.
CPEC Authority officials told the state-run news agency APP that the first of four hydropower projects is the $1.7 billion Krut hydropower project, which will join the grid this year and will generate 720 MW of cheap electricity.
The second project is the $2 billion Suki Kanari hydropower project, which will add 884 MW to the national grid by next year.
The third project is the $ 1.5 billion Azad Patan Hydropower Project, which will add 700 megawatts of electricity to the national grid by 2026.
The fourth project is the $2.5 billion Kohala Hydropower Project, which will add 1,124 MW to the national grid by 2027. In the next six years, 3,428 MW of hydropower projects will be completed at a cost of $7.7 Billion.
Completion of these projects will provide affordable and environmentally-friendly hydropower in the country. Officials said CPEC is not only helping the country meet its electricity needs but also helping to balance energy demand and supply and reduce dependence on imported fuel.
Under the CPEC, the Krut hydropower project will generate 720 megawatts of electricity at a cost of $ 1.74 billion, the completion of which will ensure a clean and green energy supply to a population of 5 million and 4500 people will get employment opportunities.
Similarly, the 1124 MW Kohala Hydropower Trilateral Project in Azad Jammu and Kashmir has been successfully signed under CPEC. The project will help revive the construction sector and related industries and provide employment to 5,000 people.
This $د2.4 billion investment is the largest in any IPP project in Pakistan and Azad Kashmir. The project will provide five billion units of clean and affordable electricity annually to consumers in Pakistan and Azad Kashmir.
The Azad Patan hydropower project is part of the CPEC, which will cost $.1.5 billion and generate more than 700 megawatts of electricity. The project is located on the Jhelum River and is expected to be completed in 2026.
Work is underway day and night on the 847 MW Suki Kinari hydropower project in Khyber Pakhtunkhwa (KPK). The $.پر 1.96 billion projects to be built on the Kunhar River will create 4,250 jobs. Despite the epidemic, the project will be completed in 2022.


Flood Warning issued May 26 at 7:38PM CDT until June 05 at 7:00AM CDT by NWS
The Flood Warning continues for parts of the Mississippi River. The Flood Warning continues for the Mississippi River at Tunica Riverpark * until Tuesday June 4. * At 6 PM Sunday the stage was 42.2 feet. * Minor flooding is occurring and minor flooding is forecast.


Republic of Sudan
Upper Atbara and Setit Dams Complex
Dams Implementation Unit
KD 512.6 million
KD 30.0 million
41 semi-annual installments
5 years following the first disbursement
The project aims at regulating and exploiting the Upper Atbara and Setit riversí water by constructing two interconnected dams at Rumela and Burdana sites, and a hydroelectric power plant, to help the development of the Eastern Region of the Republic of Sudan, through boosting the agricultural production, expanding the hydroelectric power generation capacity, as well as increasing the supply of drinking water. The additional water regulated by the dams' reservoir will be used to intensify the existing agricultural production for 190 thousand hectares in the New Halfa area, presently irrigated from Gashm El-Girba dam, to develop irrigated agriculture for 280 thousand hectares in the Upper Atbara area, to generate electricity, estimated annually at 843 GWh, and to supply drinking water to the city of Gadaref and neighbouring villages.
The project, which is expected to be completed at the end of the third quarter of 2016, consists of the following main components:
Rumela and Burdana Dams:
This includes the construction of two interconnected dams with a total crest length of 13 km, and a hydroelectric power plant in a site located 80 km south of the existing Gashm El-Girba dam on the main Atbara river. The two dams will impound a reservoir with a storage capacity of 3.7 billion m3. This component includes:
a. Construction of Rumela Dam:
This includes the construction of an earth fill dam and its appurtenant structures on the Upper Atbara river, consisting of an impervious core earth fill dam section across the river, and two homogenous earth fill sections in the river banks with an earth fill dyke in the left bank. The dam, including the dyke, has a crest length of 6.4 km and a width of 10 m, and a maximum height of 55 m above the foundation. The appurtenant structures include a spillway with bottom outlet, a water intake and a hydroelectric power plant, as well as an additional water intake. The construction of the dam includes preparatory, civil and hydromechanical works
- b. Construction of Burdana Dam:
This includes the construction of an earth fill dam and its appurtenant structures on the Setit river, consisting of an impervious core earth fill dam section across the river, and two homogenous earth fill sections in the river banks with an earth fill dyke in the right bank. The dam, including the dyke, has a crest length of 6.6 km and a width of 10 m, and a maximum height of 50 m above the foundation. The appurtenant structures include a spillway with bottom outlet. The construction of the dam includes preparatory, civil and hydromechanical works.
Hydroelectric and Electric Works:
This includes the acquisition and installation of a 320 MW hydroelectric power plant consisting of 4 identical vertical Kaplan turbines, with a rated capacity of 80 MW each and an average head of 34 m, a flow rate of 250 m3/s, four generators, power transformers and an auxiliary transformer, a 220 kV switchyard, and measurement, protection, and control systems, and other auxiliaries and accessories. It also includes acquisition and installation of equipment needed for evacuating the generated power through a double circuit 220 kV transmission line, 28 km long, to Al-Showak substation.
This includes consultancy services required to review previous studies and designs, preparation of detailed design and construction drawings for Rumela and Burdana dams with the two power plants, as well as supervision of project construction.
Land Expropriation and Resettlement:
This includes land acquisition, compensation for properties, and resettlement of 138 thousand inhabitants affected by the construction of the project.
This includes the establishment of a project management unit within the Dams Implementation Unit, which will administer the implementation of the project.
The supplementary loan, along with the previous two Arab Fundís loans (No. 557/2010 and No. 566/2011) cover about 22% of the total project cost. The Government of Algeria, the Kuwait Fund for Arab Economic Development, the Saudi Fund for Development, the Islamic Development Bank and the OPEC Fund for International Development, contributed to the financing of the project with loans equivalent to about KD 175 million, representing about 34% of the total project cost. The Government of Sudan will cover the remaining cost of the project and any additional cost that may arise.


Waterworks Deriner on the Chorukh river (Turkey)
Underground structures of various application, Chief Project Engineer - V. Zhukov, 1995 - 2000.
Project of the building organization and the underground operatons technology of the stationary waterworks of Deriner HPP in Turkey.
Major design decisions:
- The sequence and methods of construction of the underground powerhouse (dimensions BхNхL 20х47х135 m);
- Selection of the best approaches to building construction tiers considering working technology;
- Technological scheme of the structure, construction equipment selection;
- Defination of the parameters of the temporary roof supports;
- Rates and terms of the construction of the HPP building in conjunction with the construction of other facilities;
- Schedule of construction;
- Organization of construction sites for underground operations, provision of infrastructure;
- The volume of the main construction operations;
- Determination of the estimated cost.


A new fish passage was recently completed to bypass the Intake Diversion Dam into the Lower Yellowstone River near Glendive. Project Manager for the Lower Yellowstone Irrigation Project James Brower said recently on Voices of Montana the new channel is already seeing positive results.
Lower Yellowstone Project Close To Finishing Diversion Dam
The Lower Yellowstone Intake Diversion Dam Fish Passage Project near Glendive is almost completed. Project Manager James Brewer explained its importance on Voices of Montana. https://northernbroadcasting.com/wp-content/uploads/2021/09/9-14_1237.mp3


$81M power plant and transformer hall to be built in the mountain
Sweden, Östersund: Swedish company Skanska has signed a contract with Eidsiva Vannkraft AS to build the Nedre Otta hydropower project in the municipalities Sel and Vågå in Norway.
The contract worth $81 million includes 12,000 meters of tunnel work, construction of the power station and transformer hall in the mountain, and concrete work around the intake, power plant area, outflow and portal, reports Business Wire.
Nedre Otta power plant will use the existing intake dam at Eidefossen power plant. The water will travel through the tunnel from the intake to the new power plant. It will have an installed capacity of 85 MW and the annual production from the plant will be about 315 GWh, equivalent to the consumption of around 15,000 households.
The construction work will commence in October 2016 and the project will be completed in the spring in 2020.
Source: Business Wire


Lyon Court Storm Drainage Improvement Project
The Lyon Court Storm Drainage Improvement Project is located in Plaza Midwood between The Plaza to the west, Belvedere Ave. to the north, Commonwealth Ave. to the south, and Club Rd. to the east. The purpose of the project is to reduce structural and roadway flooding along with reducing stream erosion. It is within a drainage area of approximately 300 acres and improvements include culvert replacements, pipe system upgrades and channel improvements.


Floating solar panels will be set up on a surface area of 891 square kilometres on Koyna dam will be used for solar power generation. The primary survey for the same has already been completed and the next stage of planning is currently underway. Various departments such as water resources, renewable power generation, and transmission department are involved in the project. As part of the project, the solar panel will be set afloat on the water to generate power. Such panels will be connected to each other to multiply power generation. The power so generated will then be linked with the state power grid. The Koyna dam is the largest hydro-electric power plant in the country with a total capacity of 1,920MW.
Dnyandev Bagde, the Koyna Dam’s executive engineer, said, “The project will be implemented on the Koyna dam, which would be the first-of-its kind in the state. It will be a 600MW project, where sunrays will generate solar power and will be linked with the state power grid. Challenges such as decline in water levels and complete closure of the project during monsoon were also considered while planning.
I am awaiting further instructions.” The National Hydroelectric Power Corporation (NHPC) conceptualized the project and has completed primary survey for the same. Balraj Joshi, NHPC’s technical director, said, “We have been considering this concept for long. We will have to take permissions from other government departments to set up the panel and start power generation. Going by the huge size of the Koyna dam, we can easily set up 600MW power plant panels.”


Bronze Butterfly Valve ,THREADED TYPE
This Bronze Butterfly Valve is installed in a fluid flowing pipe. The disk in its body rotates at 90
° in order to block or adjust fluid flow. This valve can be used indoor and outdoor, obtaining UL certificate. It is divided Grooved Type and Threaded Type.


Year of Commissioning/p>
1 Gold Carbon Certificate
The Kandil Dam and HEPP, which we commissioned in 2013, is located in Kahramanmaraş. The project, which has a concrete-faced rockfill dam structure, has a total installed capacity of 208 MW, with 2 Francis type and one 4.7 MW environmental flow turbines, each with a capacity of 101.6 MW. The project has an annual energy generation capacity of 589 GWh with its 14.5 km2 reservoir. The project was granted the "Carbon Gold Certificate" by The Gold Standard Foundation.
KANDİL KÖYÜ SAZ MEVKİİ EKİNÖZÜ / K.MARAŞ


Dredging works kick off near Winona
The U.S. Army Corps of Engineers, St. Paul District, is scheduled to begin dredging the Mississippi River navigation channel near Winona, Minnesota, this week to ensure the channel remains open for commercial navigation.
The project will remove around 27,000 cubic yards of river sand from the navigation channel between river miles 720.1 – 720.8 and will be placing it at the Homer Beneficial Use Site, south of Winona. Additional dredging requirements may be needed based on conditions.
Around 45,000 cubic yards of sand previously placed at the Homer site was removed this past winter and beneficially used for an economic development project in Winona’s Technology Park Area.
Paul Machajewski, St. Paul District dredged material manager, said that the beneficial reuse of river sand is a win-win-win solution for the Corps of Engineers.
“Helping communities develop solutions for their construction fill needs, while building additional storage capacity and maintaining the navigation channel is the goal of our program,” said Machajewski.
“Collectively, these solutions save tax dollars while also ensuring the navigation channel remains viable for producers wanting to ship agricultural products on the river.”
Machajewski said that the Corps anticipates dredging activities will last around five weeks.


Kridhan Infra receives order for channelization of Gomti River in Uttar Pradesh
|Company||Kridhan Infra Limited|
|Source||BSE, May 11,’15|
Kridhan Infra Limited through its subsidiary KH Foges (India) has won order for the construction of diaphragm wall for the channelization of Gomti River in Uttar Pradesh. The project includes foundation & engineering of the site and construction of the wall. The order is expected to be completed in 8-10 months.