. – Construction activities are coming to a close on Phase 1 of the $30.9 million Muddy River Flood Risk Management and Environmental Restoration project in Boston, Massachusetts. On Monday, June 27th, the final temporary river diversion steel sheeting was removed from upstream of the new Riverway Culvert and the Muddy River was flowing freely and completely through the entire Phase 1 project, from the new Riverway Culvert at the upstream end, through the new Brookline Avenue Culvert and finally through the existing Avenue Louis Pasteur Culvert at the downstream end.
This marks a huge milestone for the project as the river has been running in twin 72” culverts since the 40’s between the former Riverway Intake Structure and at Brookline Avenue. Over the past several months, the contractor for the Muddy River Phase 1 construction project has been busily excavating sediment from the river bottom at upstream Riverway, demolishing the existing Riverway Intake Structure; excavating the former Sears Parking Lot to construct the new flood risk management channel; and removing the existing twin 72” culverts. These efforts have culminated in the river flowing once more in its natural riverine state as part of the Emerald Necklace, as well as providing a welcomed park environment in the city.
At the end of this Press Release are some photos documenting the progress of the construction that culminated in the river flowing freely.
For Muddy River project construction updates visit the website at:
If you have questions contact Project Manager Jennifer Flanagan at MuddyRiver@usace.army.mil or call 978-318-8015.
# # #
Release no. 2016-060


Hidi Khola Hydropower Project is a proposed run-of-river hydroelectric project located in the Bhulbhule Village Development Committee of the Lamjung District in central Nepal. The project aims to utilize the water resources of Hidi Khola, a tributary of the Marshyangdi River. It has a planned power capacity of 6.82 MW.
The project envisions generating a total annual contract energy of 41.18 GWhr, with an estimated annual dry season energy output of 13.38 GWhr and an estimated annual wet season energy output of 27.79 GWhr. The wet season energy accounts for approximately 68% of the total annual energy estimation.
Preparations for the construction of the Hidi Khola Hydropower Project are in progress, with all necessary obligations fulfilled. The project is poised to commence construction in the near future. Once operational, it will contribute significantly to the generation of clean and renewable energy, thereby promoting sustainable development and meeting the growing energy demands of Nepal.


Traffic light removal near Folsom Dam spillway project to begin Dec. 5
Credit: US Army Corps of Engineers
SACRAMENTO, Calif. – The U.S. Army Corps of Engineers Sacramento District and its contractor Kiewit Infrastructure will remove a traffic light on Folsom Lake Crossing, located midway between the main and auxiliary dams near the Folsom Dam auxiliary spillway project. Removal operations are scheduled to begin Dec. 5, 2016, and will continue on weekdays through the end of December.
The project may require temporary lane closures in both directions, and vehicle, bicycle and pedestrian traffic could experience brief delays. Safety signs and construction flaggers will be present to guide travelers through the work zone.
The traffic light served as a construction entrance for the spillway project and is being removed as part of the Phase 5 restoration work now underway.
No work is scheduled to occur on weekends. The auxiliary spillway project is being constructed under the Corps’ Folsom Dam Modification Project, also called the Joint Federal Project, to implement dam safety and flood risk reduction features at Folsom Dam and associated facilities to help prevent catastrophic flooding in the Sacramento region. The auxiliary spillway is on track for completion in October 2017.


|Fund||DI Frontier Market Energy & Carbon Fund K/S (Fund 1)|
|Participation||Co-Developer and lead equity|
|Capacity||5MW (multiple sites)|
|Expected CO2 emission reductions||12,000 tCOeq/annum|
|State of development||In operation|
The project is a run-of-river hydro plant with a capacity of 5 MW. The project 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 upstream of the Siti 2 Hydro Power Project. The project will be connected to the national grid. The project is in operation.
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.


Hirakud dam is built across the river Mahanadi.
In the Indian state of Orissa, the Hirakud Dam is located. With a total length of 25.79 kilometres, it is India’s longest dam. It’s also in the list of the world’s longest dams. On the Mahanadi River, the Hirakud Dam is situated.
- Height of the Dam – 61 m
- Length of the Dam – 4.8 km
- Type of Dam – Composite Dam
- The reservoir capacity – 47,79,965 acre feet
- Capacity that is installed – 347.5 Megawatt


Nearly 27 lakh people of 25 out of 33 districts in Assam have been affected due to severe floods. The death toll due to the floods has now reached 91 in the state after two people drowned in flood waters in Bongaigaon and Kokrajhar districts.
In Kaziranga National Park, 123 wild animals, including 12 rhinos, have also died due to flood. The dead include 93 deers, four wild buffaloes, and others.
Following incessant rains in the past few days, the water level of Brahmaputra river and its tributaries have been increasing, turning the current flood situation in Assam worse.
In Guwahati, the water level of Brahmaputra river has crossed the danger level mark by 49.68 metres and is gradually increasing.
Central Water Commission employee Sarat Chandra Kalita told a news agency that the water level of Brahmaputra river in Guwahati has been increasing since July 19.
"It has already crossed the danger level mark and is now flowing above the danger level mark," Sarat Chandra Kalita said.
Apart from Guwahati, the water level of Brahmaputra river is flowing above the danger level at Dibrugarh, Neamatighat in Jorhat district, Tezpur in Sonitpur district, Goalpara and Dhubri district.
According to the Assam State Disaster Management (ASDMA) authority, the water level of Dhansiri river is also flowing above danger level at Numaligarh in Golaghat district, Jia Bharali at NT Road crossing in Sonitpur district, Kopili at Kampur, Dharamtul in Nagaon district, Beki at Road Bridge crossing in Barpeta district, Gaurang at Kokrajhar, Kushiyara river at Karimganj and Sankosh river at Golakganj in Dhubri district.


1)Light weight, and strong bearing capacity.
2)Smooth surface, low water absorption permeability.
3)U-shaped section can increase drainage capacity and strengthen self-cleaning function.
4)High strength, grind resistance, solid and reliable, strong practicality.
5)Good drainage performance, rapid drainage and discharge of sediment.
6)Ageing resistance, good stability.
7)Chemical resistance, protect water source.
8)Easy installation, shorten the construction period.
9)Zero penetration, no risk of frost cracking.


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17 products found.
Hydraulic valves control fluid flow in hydraulic systems used in industrial, commercial, and manufacturing applications. Ball, control, selector, and cartridge valves are used to regulate pressure and control fluid flow volume and direction.
Hydraulic Flow Control Valve, 5000 psi, 15.0 gpm, Steel


Find suitable spare parts or accessories to your Einhell products.
GE-DP 7330 LL ECO
The 2in1 combined waste water pump GE-DP 7330 LL ECO is a robust, strong and reliable aid from the Einhell ECO-Power series. The combined pump is especially suitable for the quick drainage of ponds, building pits or flooded cellars, and can be used for clear and waste water up to 3 cm particle size. The combined waste water pump convinces by its state-of-the-art features, considerable power and optimum energy efficiency - with its power consumption of just 730 Watt, this powerful submersible pump delivers up to 16,500 litres of water per hour. The infinitely adjustable float switch offers a choice between continuous operation and a preset gauge for on/ off switching. Starting the pump is already possible from 10 mm water depth on. The patented suction level control with a simple rotation allows a quick adjustment. A pump for two tasks: low level suction up to 1 mm residual water in clear water operation or suction of waste water with a particle size up to 30 mm. The extremely robust pump housing with stainless steel plating at the outside and a high-quality mechanical seal (ceramic/rubber) even resist heavy drainage works reliably, and grants a long service life. Due to its practical ergonomical handle, this combined 2-in-1 pump can be operated quickly and easily at each place.
|Max. delivery height||8.5 m|
|Max. delivery pressure||0.85 bar|
|Max. delivery rate||16500 l/h|
|Max. foreign body size||30 mm|
|Max. immersion depth||7 m|
|Max. water temperature||35 °C|
|Min. water level pump start||10 mm|
|Power cable length||10 m|
|Pressure connection type||47,8 mm (G11/2 AG)|
|Shallow suction up to||1 mm|
Product was added to the comparison list.Open comparison list


Single-piece hydraulic unit with heavy base design. Integral cog-type release mechanism and long 2-piece handle. Heavy-duty castors and extra-large saddle design ease positioning under vehicle. Fitted with safety overload valve and pump-through valve to prevent handle locking at maximum ram extension. Ideal for loaded vans up to 3.5tonne GVW.


Customer: BeMo Tunnelling GmbH
Working years: 2021
Supplied equipments: KERN supplied a fullround tunnel formwork for the Hydropower Tumpen project.
The scope of the works is the construction of a 900m water tunnel which will be performed by BeMo Tunnelling GmbH.
Additional Services: Machine installation ,


Aldrich Lake, Massachusetts
Aldrich Lake is on the Aldrich Lake River in Hampshire County, Massachusetts and is used for recreation purposes. Construction was completed in 1917. It is owned by Comm Of Mass - D E M.
Aldrich Lake Dam is a gravity dam. Its length is 115 feet. Its capacity is 320 acre feet. Normal storage is 260 acre feet. It drains an area of 1.5 square miles.
Lakes, Dams, and Recreational Facilities Near Aldrich LakeShingle Mill Brook Dam Lithia Springs Reservoir Forge Pond Dike Forge Pond Dam - Main Dam Queensville Pond Lake Bray Leaping Well Reservoir Wade Lake Nash Hill Reservoir Holyoke Dam Holyoke - Overflow No. 1 Whiting Street Pond Holyoke - Overflow No. 4 Harris Pond Manhan River Dam Dam Holyoke - Overflow No. 2 Holyoke - Overflow No. 3 Rocke Hill Pond Nashawannuck Pond Chicopee Reservoir Jabish Brook Dam Indian Orchard Dam Intake Reservoir Hill Reservoir Hawley Reservoir Cherry Valley Dam Ludlow Reservoir Fitzgerald Dam Knights Pond Bray Reservoir West Dike Alden Street Dike Railroad Dike Factory Hollow Dam Quabbin Winsor Dam Bray Reservoir West Dike Clear Pond Factory Hollow Dike Chicopee Ludlow Manufacturing Assoc. Dam Mclean Reservoir
Bookmark this lake location.
Find other northcentral 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.


Prime Minister Narendra Modi today inaugurated the 240-Megawatt Uri-II Hydro Electric Project (HEP) located near the Line of Control in Baramulla district of Kashmir.
The Prime Minister dedicated the power project to the nation in presence of Governor N N Vohra, Chief Minister Omar Abdullah and top officials of National Hydroelectric Power Corporation (NHPC).
This is the second power project on the Jhelum river in Uri area and is located downstream of 480-MW Uri-I HEP, which is already operational.
The Uri-II HEP has a concrete gravity dam which is 52-metre high and 157-metre long with four spillways of nine metres each.
The 4.23-km head race tunnel carries water from the dam to the power house, which has four units of 60 MW each designed to generate 1,124 million units of electricity in a year.
The work on the power project was completed in time despite a massive earthquake striking the area on October 8, 2005 – two weeks after Hindustan Construction Company (HCC) started work on it.


- Flood Warning for Estill County, Kentucky
- Flood Warning issued September 11 at 7:54AM EDT until September 11 at 2:00PM EDT by NWS
- Effective: Tuesday, September 11, 2018 at 7:54 a.m.
- Expires: Tuesday, September 11, 2018 at 2 p.m.
...The flood warning continues for the following rivers in
The Red River at Clay City
The Flood Warning continues for
The Red River at Clay City.
* At 7:15 AM Tuesday the stage was 17.3 feet.
* Flood stage is 17.0 feet.
* The river is expected to fall below flood stage this morning.
* At 17.0 feet...Low lying areas flood. Maple street near the Red
River Ranch as well as Pompeii Road off of Highway 15 are


Manning River and Wallis Lake projects approved
Dredging work at Wallis Lake and Manning River in Australia has been approved.
Funded under the NSW Government’s “Rescuing Our Waterways” program, the works are designed to improve the accessibility, health and safety of recreational and commercial users.
About 10,000 cubic metres of material will be dredged at Tuncurry Channel at Wallis Lake.
The Manning River Dredging Strategy will be updated and planned dredging activities in Farquhar Inlet and near the entrance to the Manning River completed.


According to the ASCDCL, these projects would increase the water supply by 5-10 MLD. Last year, the Aurangabad Municipal Corporation (AMC) had roped in former MJP member secretary Rajendra Holani to assess city’s water distribution network with a view to increase the supply.
According to AMC commissioner and ASCDCL CEO Nipun Vinayak, Holani had suggested various measures to increase the capacity of the existing distribution network.
Speaking to TOI, Holani said that the projects are aimed at addressing the inefficiencies in the distribution system.
The projects include construction of 1.3ML capacity pump & pump house along with a 2.125ML capacity elevated storage reservoir (ESR) on Jubilee Park pump house campus and allied works with an estimated cost of Rs 1.97 crore. Laying 500mm & 450mm pipelines from Jubilee Park to Delhi Gate GSR at cost of Rs 2.3 crore is also one of the works for which the tender has been floated.
“The reliability of water supply of Delhi Gate GSR and that of Shahgunj ESR would increase. Water pressure in Kotla Colony distribution would increase and wastage and leakage would be arrested. Measures have also been suggested to address the poor supply in Cidco area,” Holani said.
“The projects are expected to be completed between 4 months and 2 years. The ESR construction at Jubilee Park may take the longest time,” he added.


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Platte River at Brady - looking upstream with high river levels
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Platte River at Brady - looking downstream during high river levels
Platte River at Brady - looking downstream with low water levels
Platte River at Brady - panoramic view with low water
Platte River at Brady - gage
Platte River at Brady - looking upstream with low river levels
Looking downstream with gage house distant left bank. River stage 4.4 feet.
Looking downstream from the highway. River stage 4.4 feet.
Looking upstream at the main channel. River stage 4.4 feet.
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Radial flow and semi-axial multistage centrifugal electric pumps with check valve incorporated in...
Radial flow and semi-axial multistage centrifugal electric pumps entirely in AISI 316 stainless...
Single unit single stage electric pumps with axial inlet and outlet volute body in EN733 - DIN24255...
Single unit, vertical multistage electric pumps with flanged openings and equipped with support for...
Vertical multistage electric pumps with threaded "inline" openings equipped with support for...


Grafton Dam – Bridge Street Dam Modifications
Retrofit & modify existing dam to accommodate an added stepped down spillway, hydraulically operated crest weir gate, and the construction of an Architectural overlook and river walk area.
Village of Grafton, Green Bay, WI
Start of Construction June 2013 Project Completion January 2014
Earthwork, Earth Retention, Dewatering, Concrete Dams, Process Mechanical


Money crisis delays Baynes Hydropower Project
29 Nov 2017 08:20am
WINDHOEK, 28 NOV (NAMPA) The Baynes Hydropower Project will commence as soon as funds are available, Mines and Energy Minister, Obeth Kandjoze has said.
In an interview with Nampa on Monday, Kandjoze said all arrangements between Angola and Namibia in regard to the project remain in place.
The two governments have for long intended to build the hydropower plant and dam downstream of the Epupa Falls at Baynes along the Kunene River.
The minister however said the project was delayed by the recent economic crisis.
We are just waiting to recover financially so the project can resume, Kandjoze told Nampa.
The power project is expected to produce about 600 Megawatts (MW) of electricity.
The Baynes Hydropower Project, according to Kandjoze, is strategically important to both Angola and Namibia in tackling power supply deficits.
Like the Ruacana Power Station, the new dam will function as a mid-merit peaking station, so that national bulk electricity supplier, NamPower can avoid buying imported power during peak hours.
The Baynes Power Station is expected to run at full capacity during the wet season, while during the dry season, generators will generate at maximum during peak periods only, whilst 71 MW would be generated during the off-peak periods.


Bureau of Meteorology, Tasmania
Minor Flood Warning for the River Derwent
Issued at 11:25am on Thursday 22 August 2019
Flood Warning Number: 2
Minor flooding is occurring along the lower Derwent River below Meadowbank Dam and is expected to continue during Thursday. Flooding is not expected to extend downstream to Macquarie Plains and New Norfolk.
In the 24 hours to 9 am Thursday rainfall of up to 31 mm was observed in the Derwent River catchment. No significant rainfall is forecast for the remainder of Thursday.
River levels are high in the upper Derwent, Nive and Florentine Rivers.
Strong and dangerous flows will be a hazard over the next couple of days.
River Derwent above River Ouse:
Strong river rises are occurring in the upper River Derwent and its tributaries.
River Derwent above Meadowbank Dam:
Strong river rises are occurring in the middle reaches of the River Derwent.
River levels are easing along the Tyenna River.
River levels are easing along the Styx River about Bruces Bridge.
River Derwent below Meadowbank Dam:
Minor flooding is occurring along the River Derwent below Meadowbank Dam.
The River Derwent below Meadowbank Dam is currently at 4.54 metres and steady. The River Derwent below Meadowbank Dam is expected to remain above the minor flood level (4.10 m) during Thursday.
The River Derwent at Macquarie Plains is currently at 3.15 metres and steady. The River Derwent at Macquarie Plains is expected to remain below the minor flood level (4.00 m) during Thursday.
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.
The next warning will be issued by 11am on Friday 23 August 2019.
Latest River Heights:
|Location||Height of River (m)||Tendency||Date/Time of Observation|
|River Derwent below Lake St Clair||2.26||Steady||10:30 AM THU 22/08/19|
|River Ouse at Ashton||1.45||Steady||10:30 AM THU 22/08/19|
|River Ouse at 3B Weir||1.14||Steady||10:00 AM THU 22/08/19|
|River Clyde at Bothwell||0.41||Steady||10:00 AM THU 22/08/19|
|River Derwent below Meadowbank Dam||4.54||Steady||10:45 AM THU 22/08/19|
|River Derwent at Macquarie Plains||3.15||Steady||10:51 AM THU 22/08/19|
|Tyenna River at Newbury||1.09||Steady||10:15 AM THU 22/08/19|
|Styx River at Bruces Bridge||1.33||Falling||11:04 AM THU 22/08/19|
|River Derwent at New Norfolk||1.18||Rising||10:57 AM THU 22/08/19|
This advice is also available by dialling 1300 659 210. 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.


The Investment Board (IB) is planning to sign Project Development Agreement for four major hydropower projects with foreign investment within the next two months. Once the agreements are signed, the construction process can begin.
The board is prioritising major projects to resolve energy crisis in the country. Board Joint Secretary Mukund Poudel said the agreement signing process will be completed in two months.
The board plans to move ahead with the 900 MW Upper Karnali Project, to be built by Upper Karnali Hydro Power Project Company, led by GMR group.
Other projects that will get a green light are 900MW Arun III, with Indian company Sutlej Power, 600 MW Marshyangdi II and 650 MW Tamakoshi III.
The projects will be constructed in Build, Own, Operate, and Transfer (BOOT) model. The total capacity of these projects is 3050 MW.
Source : Nepal News


The primary function of an aero engine fuel system is to supply metered fuel to the combustion chamber at all operating conditions based on the flow demand set by the engine controller. Centrifugal pump is one of the components in fuel system that feeds fuel to the HP pump. Impeller design is a critical one which dictates the overall performance of centrifugal pump. This paper discusses about design and performance evaluation of impeller with twisted blade configuration. Impeller design is performed based on Euler’s one dimensional theory.
Steady state performance of the impeller at design and off-design operating conditions is analyzed by using commercial CFD code ANSYS-CFX with a standard SST turbulence model. The governing mathematical model for flow analysis is a three dimensional incompressible Reynolds Averaged Navier-Stokes (RANS) equation. Cavitation phenomenon is simulated in the CFD multiphase analysis to assess the pump impeller performance under cavitation at different NPSH values. Rayleigh-Plesset cavitation model is used along with RANS equation to perform cavitation analysis.
From this study, the simulation method and technique adapted is appropriate for predicting the performance of impeller of centrifugal pump with or without cavitation. Performance of the impeller reduces drastically as there is decrease in NPSH. The prediction of critical NPSH is vital for safer operation of the pump, specifically at high altitude the pump inlet pressure falls which may result in cavitation during operation.


« View county listFlood Warning
704 PM CST MON NOV 30 2015
The Flood Warning continues for
the Clear Boggy Creek near Caney
* until Tuesday afternoon...or until the warning is cancelled.
* At 6:00 PM Monday the stage was estimated at 22.4 feet.
* Moderate flooding is occurring.
* Flood stage is 19.0 feet.
* Forecast...The Clear Boggy Creek has crested and will continue to
fall. The Clear Boggy Creek will fall below flood stage late
LAT...LON 3442 9638 3442 9632 3427 9622 3416 9595
3416 9608 3425 9626
739 PM CST MON NOV 30 2015
* At 6 PM Monday the stage was 21.2 feet.
* Flood stage is 28.0 feet.
* The Blue River crested at 30.86 feet at 6 PM Saturday evening, and
fell below flood stage at 7 AM Monday.
* Forecast: The Blue River has fallen below flood stage and is
forecast to continue to fall. This will be the last statement for
this location for this event.


PStatic Balancing Valve HVAC System Flow Control Valve
The linear flow characteristic, that is, under the condition of constant pressure difference before and after the valve, flow with a linear relationship with opening in general; Adopts dc type valve body structure, small fluid resistance; The...
Flanged Static Balancing Valve PHF002
Flanged Static Balancing Valve PHF002 Application PHF002 series flanged static balancing valve is a key hydraulic balance product used for precise flow regulating of water pipelines system in HVAC application to ensure static hydranlic balance...
Dn 32-Dn 125 Proportional Integral Valve
Eletric Dynamic Balancing Valve with CE SIZE: 2"-10", (Optional) FLVB-7000 series of dynamic equilibrium dynamic equilibrium with the electric control valve is electrically adjustable integration of products, mainly used in air-conditioning...
room thermostat,temperature controller,valve
Communicate online Zhuhai Shengchang Software Technology Co.,LTD TX168 digital thermostats are suitable for controlling fan coils, motorized valves and electric heaters in heating, ventilating and air conditioning system(HVAC) for commercial,...
ISG Vertical Inline Centrifugal Pump
Product description: ISG Vertical Inline Centrifugal Pump is a high-efficient, energy-saving product successfully designed by means of adopting the property data of IS model inline centrifugal pump and the unique merits of vertical pump and...
Flow Balancing Control Valve for HVAC System
This new generation flow balancing control valve advantages: 1. to make the system balance by setting max. flow limit 2. 2 in 1 design, flow balancing plus control modulating valve 3. compared with cartridge design balancing valve, it's a) less...
Manual Static Thread HVAC Balancing Valve PHF007-A (DN15-DN50)
Static Manual Balancing Valve PHF007-A Application PHF007A series static balancing valve is a key hydraulic balance product used for pre- cise flow regulating of water pipelines system in HVAC application to ensure static hydranlic balance across...
Sinro International Trading Limited
Sinro Group was founded in 1986, having almost 30 years rich experience on HVAC control products like motorized zone valves/ball vales/globe valves/flow balancing valves, damper actuators, thermostats and flow switches, etc. We have 3 owned ...


QXD Submersible Pump For Clean Water
DONGYIN Pump is china top water pump supplier and manufacturer with high quality and performance.
QXD submersible pump is household high pressure electric pump for pumping clean liquid.
QXD series submersible clean water pump is small and light, which is widely used in countryside for elevating water from well, irrigation, sprinkling and domestic water supply, and also used in draining off water for fishpond and building site.
Maximum fluid temperature up to +40℃
Maximum sand content:0.1%
It's available to equip with floating switch
Curve tolerance according to ISO 9906
|Difuser||Cast-iron ASTM NO.30|
|Motor external casing||Cast-aluminum|
|Shaft||AlSI 304 SS.ASTM5140|
|Seal lubricant oil||Oil for food machinery and pharmaceutic use.|
Float switch for optional
Other voltages or frequency 60Hz


pakistantoday.com.pk 09 Mar, 2017
A 300 MW power plant being installed in Gwadar, Pakistan will be linked to the national grid. There were a total of 19 power projects under the China-Pakistan Economic Corridor (CPEC), which would produce around 12,114 MW electricity. These include hydro, solar, wind and imported coal projects. The coal projects will generate 3,960 MW, hydro projects will produce 2,714 MW, while 4,260 MW electricity will be produced through imported coal.


The highly efficient wear resistant slurry pump is a single stage, single suction, axial suction cantilever centrifugal pump for conveying abrasive or corrosive slurry containing large amounts of soli...Performance range
Outlet Diameter：40-300mm Capacity Q： 8-2520m³/h Head H： 9.7-142.9m Power P： 3-630kw..Application Environment
The flow passage component is made of high-strength wear-resistant material, which is suitable for conveying slurry with strong abrasion, high concentration and large particles.It can be used in multiple stages in series within the maximum working pressure range of the pump.Depending on the medium being pumped, there are interchangeable flow passage components of various materials suitable for conveying abrasive or corrosive, large or fine particle slurries...
The GMZ series pumps have similar structures except for the pump head parts (including the front and rear pump casings, the volute casing, the front and rear guard plates, the impeller, etc.),which using the same series of transmission parts.The structure of the pump head, the shaft seal and the transmission are described respectively below.
1) Pump head part: GMZ type pump is a double pump casing structure, namely the front pump casing, the rear pump casing and the replaceable over-current part (including impeller, volute, front guard and rear guard).
According to the working pressure, the front and rear pump casings are made of gray cast iron or ductile iron, which are opened vertically and bolted.The rear pump casing has a stop and is bolted to the bracket.The pump outlet can be rotated and installed at eight angles.The front and rear covers of the impeller have back blades to reduce leakage and improve pump life and efficiency.Each type of pump inlet is horizontal, and the pump rotates clockwise as seen from the drive direction.
2)Shaft seal part: There are three options for shaft seal, auxiliary impeller shaft seal and packing shaft seal, mechanical seal.
①The auxiliary impeller shaft seal: for a single-stage pump or multistage series’s first stage pump, when the positive pressure of the pump inlet is not more than 10% of the pump outlet pressure value,the auxiliary impeller shaft seal can be used. The auxiliary impeller shaft seal has the advantages of not diluting the slurry and good sealing effect.
②Packing shaft seal: The packing shaft seal’s structure is simple and easy to maintain. It needs to use shaft seal water. For the working condition that is not suitable for auxiliary impeller shaft seal, the packing shaft seal can be used.
③Mechanical seal: For the conditions that are not applicable to the above two shaft seals, mechanical seals are used to reduce the number of repairs of the shaft seal parts.
3)Transmission part: This series of pumps adopts the same series of transmissions, including brackets and bearing component.The pump shaft has large diameter, good rigidity and short cantilever, and will not bend and vibrate under severe working conditions.Single row tapered roller bearing and deep groove ball bearing are adopted. The combined use can withstand the maximum axial and radial load of the pump. The bearing is lubricated with thin oil.Sealed end caps at both ends of the bearing body can effectively prevent dirt such as ore pulp from entering the bearing.The pump is provided with two hose joints in the bearing body, which can be connected with the water source to cool the bearing, so it can work under high temperature to ensure the safe operation of the bearing so the bearings have long service life.


This 36-house rural development is located on a brownfield site with areas in Flood Zone 3. The project consisted of the construction of 36 rural houses on the site of a historic mill, which previously had the largest water wheel in Great Britain at 60 feet in diameter. Fairhurst were commissioned to provide a Flood Risk Assessment and Drainage Strategy for planning, and later retained to provide full civil and structural services by the design and build contractor CField, and later Building Solutions (EU) Ltd.
The works also involved hydraulic modelling of opening up the previously culverted River Stour and the dam upstream of this. We were later tasked with providing civil and structural design services for the residential development, including highways and drainage design; and in addition, provided designs for the construction of a new highway bridge across the river and retaining walls along the banks of the river, as well as the provision of a new reinforced concrete spillway and reinforced grass auxiliary spillway.


The inter-ministerial committee on North East Special Infrastructure Development Scheme (NESIDS), under Ministry of Development of North Eastern Region (MDoNER) gave a green signal for two water storage projects and a power substation project in Tripura. The project is accounting a budget of Rs 180 crores.
The project encompasses of construction of rainwater reservoirs on the upper catchment of Haora River at Champaknagar and on Champacherra near Champaibari along with rejuvenation of the Katakhal drain of the city and construction of 132 KV substation and transmission line at Kanchanpur. This project is designed to provide an aid to the irrigation in the area.
The reservoirs on the catchment areas of Harora and the Champacheera are designed to serve the purpose of flood control measure. After submission of detailed project reports for monetary sanction, the schemes will be implemented.
An official said, “This move is designed for the betterment of the region. It will act as a solution to people’s problems as to the city’s water issues and in the long run, will impart boost to tourism also.”


diffused silicon piezoresistive sensor
probe into the liquid level measurement, installation is simple and convenient
multi protection structure design, high protection ability
acceptable OEM custom
GLT520 level transmitter is special designed for flood and river application, it is made by high stable and reliable silicon piezoresistive pressure sensor and high accurate circuit board enclosed into the stainless steel housing, with high accuracy, small volume. It is widely used in sewage, river and lakes treatment as well as channel, large rivers, l reservoirs and coastline monitoring. This product has got intrinsic safety certification,explosion proof certification and CE certification.


Nam is a lumped, conceptual rainfall-runoff
model simulating overland flow, interflow and baseflow as a function of the
water storage in each of four mutually interrelated storages representing the
storage capacity of the catchment..
Modeling System (HEC-HMS) is designed to simulate the precipitation-runoff
processes of dendritic watershed systems.
The program is a
generalized modeling system capable of representing many different watersheds.
A model of the watershed is constructed by separating the hydrologic cycle
into manageable pieces and constructing boundaries around the watershed of
The watershed is rapresented with a seris of storage
TOPKAPI is a
physically-based and fully-distributed hydrologic model with a simple and
parsimonious parameterisation. The model is structured around following
modules: interception, snowmelt, evapotranspiration, infiltration,
percolation, sub-surface flow, surface flow, groundwater flow and channel


Construction of retirement homes in Karlsfeld near Munich
252 apartments with 208 underground parking spaces
Execution of concrete works
The project included the construction of supply facilities for drinking water, fire-fighting water and electricity, the laying of special-purpose pipelines and the sewage system for waste water and rainwater, as well as construction, asphalt and paving work.
Development of an industrial area with surface pavement (approx. 11,500 m²) and drainage facilities (760 m canals with a diameter up to 500 DN and rainwater retention basins with a capacity of 260 m³)
Construction phase 1: road construction and civil engineering for the development of an industrial area (about 22 hectares), connection of the industrial area to a 4-lane main road
Construction phase 2: expansion of the industrial area by 4 hectares and construction of a truck parking area


Munroe Falls Historical Society Newsletter
Volume/Issue: 10 / 5
Title: Construction of munroe falls dam project is nearly complete
Subject: munroe falls dam project
Annotation: Return to Munroe Falls Historical Society Newsletter list
Information about progress on the ongoing Munroe Falls Dam Project.
A color photo of the nearly completed project is included.


Check valve: check valve, also called as one-way valve or nonreturn valve. Its function is to prevent back-flow of the medium in the pipelines. The bottom valve of the suction pipe connected to the pump also belongs to the check valve. The opening and closing parts that work automatically through the power produced by the medium flow to prevent backflow are called check valves. Check valves belong to automatic valves, mainly used for one-way pipes which only allow medium to flow in one direction to prevent accidents. Lift check valves are vertical or horizontal. Its connection form includes screw joint, flanged joint and welding.


Bray Commercial Datasheets for Control Valves
Control valves or proportional valves are power-operated devices used to modify fluid flow or pressure rate in a process system.
Control Valves: Learn more
|AutoTouch Pressure Independent Balancing Valves -- ATI Series||The Auto Touch Independent (ATi) valve is a state-ofthe-art control valve combining a high quality/high rangeability temperature control valve with a dynamically balanced flow regulator in the same space-saving housing.|
|AutoTouch Max Pressure Independent Valves -- ATIMX Series||The Auto Touch Independent Max (ATiMX) valve brings pressure independent control technology to valves up to 6" and flow rates up to 468 GPM. It is a stateof-the-art control valve...|


ARMENIA, IRAN TO BEGIN CONSTRUCTION OF MEGHRI HYDRO POWER STATION
Energy Business Review
Nov 7 2012
The Islamic Republic of Iran in partnership with the Republic of
Armenia will break ground on the construction of the large Meghri
hydro electric power station on 7 November 2012.
The hydroelectric dam will be built on the Aras River, situated
proximal to the southern Meghri town on the Iran-Armenia border.
Governments of the two countries signed an agreement that stipulates
a hydro power complex to feature the two 130MW Ghare Chiler and Meghri
power stations on the Iranian side and Armenia side respectively.
Each station is projected to generate 793 million kwh of electricity
annually with construction expected to be completed five years from
the date of commencement, at an entailed cost of $323m.
An Iranian investment company will invest in the project, while Farab
Sepasad Company will undertake the construction.


The government of Georgia will turn to hydroelectric development in a bid to ease the country’s power shortage.
Reports in Georgia’s daily newspaper ‘The Messenger’ claim that work will resume on the Hudonhesi project, construction of which ceased in the 1980s.
The majority of the earlier work on the project will be disregarded, as construction methods have moved on and new technology has been introduced. It will cost between US$500-600M to complete the new plant.
The implementation of this project will add a much-needed 600MW to the Georgian energy system and will also allow electricity to be sold to nearby Turkey, via a 500kV transmission line that will be built as part of the project.
It is estimated that construction of the project will be completed by 2011.


Tajikistan will continue financing the construction of the Rogun hydroelectric power plant
Tajikistan will continue financing the construction of the Rogun hydroelectric power plant, Tajik Finance Minister Fayziddin Kakhhorzoda said at a press conference in Dushanbe.
Thus, in 2022, the Tajik authorities intend to allocate 2.5 billion somoni (about $221 million) for the construction of the country's largest hydroelectric power plant.
The minister recalled that last year, a total of 3.4 billion somoni was spent on the construction of the Rogun HPP, taking into account the funds allocated from the state budget and raised funding.
Compared to 2021, funding has increased by about 10%.
2.1 billion somoni were allocated from the state budget of the country for the construction of the Rogun hydroelectric power station in 2021, and 2.2 billion somoni of state funds were spent on this project in 2020.
Rogun HPP is located 110 km east of Dushanbe, its design capacity is 13.1 billion kWh per year. The projected height of the dam is 330 meters, the volume of the reservoir is 13.3 billion cubic meters.
The first unit (Unit No. 6) of the Rogun HPP was launched in November 2018. The second unit of the plant was put into operation in September 2019.


MASJED-E-SOLEYMAN DAM & HEPP
The Masjed-e-Soleyman Dam is located 160 km from Ahwaz, and 25 km from the city of Masjed-e Soleyman. It is located 23.5 km downstream of the Karoun First Dam. It is the highest rock fill dam in Iran.
The main purpose of this dam is electrical power generation with an installed capacity of 2,000MW and a yearly production of 3,700 GWH. Reservoir capacity with a surface catchment area of 27,548 〖km〗2 and a yearly mean river flow rate of 362 m3/s, more than 228 million m3 of water can be stored.
The dam is of rock fill type with an impervious clay core. It is 164 m high from the foundation and has a crest length of 480 m. The total volume of the dam body is 13,000,000 m3 and the total volume of the clay core is 1,819,700 m3.
The project also includes the construction of concrete structures such as the spillway, powerhouse and concrete lined tunnels. The U/S cofferdam is 80m high and has a volume of 1,800,000 m3.
The spillway is a chute type equipped with 5 gates. There is also a stilling basin, an underground powerhouse and transmission chamber.
The scope of work for Perlite Company was construction of the cofferdam, earth fill work of the main dam body, excavation of the powerhouse cavern, construction of the spillway, excavation of tailrace tunnels and diversion tunnels, and the access tunnel to the powerhouse cavern.
Location: Masjed Soleyman, Khuzestan Province, Iran
Reservoir Volume 228 million m3
Crest length 480m
Dam Body Volume 13 million m3
HEPP yearly production Capacity: 3700 GWH
Installed Capacity 2000


Assessment of Reservoir Storage in a Semi-Arid Environment Using Gould Probability Matrix
This study made an assessment of the existing reservoir capacity of Tiga Dam in Kano State, Nigeria, of 1090 x 106m3 using Gould Probability Matrix method. A generated annual inflow series between (1906 and 2004), rainfall and evaporation loss estimated for the period between 1990 and 2004 coupled with demand data obtained from Bichi (2003) and the Hadejia Jamaare River Basin Authority (HJRBA), are used in this study. The results indicated that the probability of failure approaches zero at a reservoir capacity of 540 x 106m3. Less than 0.25% probability of failure could be achieved with a capacity of 270 x 106m3 and the downstream requirement could be increased to certain substantial amount by reducing the capacity of the dam thereby allowing flow into Hadejia-Jama'are River and Kumodugu-Yobe system which has been completely regulated. Increasing the downstream flow will alleviate social, economic and environmental trauma that had been subjected to the downstream community.
Keywords: Gould Probability Matrix; Tiga Dam; Probability of Failure; Reservoir Capacity; Downstream
African Research Review Vol. 2 (3) 2008: pp. 35-50
Copyright is owners of the journal.
African Research Review by International Association of African Researchers and Reviewers is licensed under a Creative Commons Attribution-NonCommercial-NoDerivs 3.0 Unported License.


Agnes River (Spanish River tributary) facts for kids
Quick facts for kidsAgnes River
Location of the mouth of the Agnes River in Ontario
|Main source||Sinaminda Lake
406 m (1,332 ft)
|River mouth||Spanish River
304 m (997 ft)
|Length||30 km (19 mi)|
|River system||Lake Huron drainage basin|
The river begins at an Sinaminda Lake and flows southeast to its mouth at the Spanish River, which flows to the North Channel on Lake Huron. The outflow from Sinaminda Lake is controlled by the Sinaminda Dam, owned by Domtar; water from the lake reservoir is used to provide a regulated flow to hydroelectric generating stations owned by Vale Inco further downstream on the Spanish River. The mouth of river is a glacially-formed fluvial delta.
A stand of old-growth forest called the Agnes River Old Pine is located in the Agnes River drainage basin.
- Shakwa River (right)
Agnes River (Spanish River tributary) Facts for Kids. Kiddle Encyclopedia.


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New Standard Premium Clamping
Working height=80mm, Width=82mm, provided with UPB-hole pattern which is suitable for the fixing holes according to drawing no.: 31364 with Tx-alignment, hydraulic clamping (max. 50bar), oil supply ø10mm, left top, Material=CR-MO, pressure and reference surfaces CNC-Deephardened® (2-4mm / 56-60HRc).
Delivery with coverstrip, guards and scale ("0" at the left).Delivery without hydraulic power pack.


Web Exclusive | March 2014
ACC Limited's RMX Concrete Division has introduced a high performance concrete, Permecrete which is porous therefore permitting water drainage to lower surface, thus improving ground water table. The cement allows drainage of water while the large pores present in the no-fines concrete allow easy drainage into the ground under appropriate conditions. Permecrete can be used for internal partition walls in domestic buildings and in filling panels in framed structures. It can also be used in open air car parks (overlaying permeable sub grade).
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19568 Error Code For Montana Tractor Models
There are 2 kind of error description.
EC Low UREA level 2 (warning) - UREA level below Limit 2 - P203F Reagent - fluid level in tank - Too low
Low UREA level 2 (warning) -UREA level below Limit 2 -P203F Reagent -fluid level in tank -too low
3-point Hitch Fails To Lift,Low oil level.Worn hydraulic pump.Rate of drop valve closed.Excessive load on hitch.Hydraulic oil too cold.Hydraulic oil suction filter plugged.


Product Details: The FS15 series Flow Switch is a reed switch based device which is manufactured in Acetal resin. This switch is designed for use in liquid flow systems up to 10bar reassure. Advanced design ensures minimal fluid flow restriction. The flow switch can be mounted horizontally or vertically. As the operating piston is returned to its original position by gravity the cap must always be upwards. Greater operate flow sensitivity is achieved with vertical installation.
WRAS approvalTemperature rated to 85°C (185°F)
Manufacturer: CYNERGY3 Manufacturer Part Number: FS22A Product Shipping Size: 19x17x6 CM Shipping Weight: 175 GM


INSERTA® ICT Thread-In Check Valves can be inserted in manifolds, subplates, flanges or integrated valve systems. These check valves can also be inserted in hydraulic components such as cylinders, filters, pumps and motors to save space and reduce and eliminate leak points associated with line mounted check valves.
These disc check valves are also available with a customer specified flow control orifice.
INSERTA® ICT Check Valves, Thread-In Type, are all steel construction with hardened, lapped discs and seats providing positive fluid shut off. They come complete with a sealing O-ring.
For complete assembly, refer to: Inserta® Check Valve Body 4-Bolt Flange Type


Modeling for control of run-of-river power plant Grønvollsfoss
Conference object, Peer reviewed
MetadataShow full item record
Original versionVytvytskyi, L., Sharma, R., Granstrøm, I., & Lie, B. (2015). Modeling for control of run-of-river power plant Grønvollsfoss. Paper presented at the 56th Conference on Simulation and Modelling (SIMS 56), October, 7-9, 2015, Linköping University, Sweden. doi:http://dx.doi.org/10.3384/ecp15119237 http://dx.doi.org/10.3384/ecp15119237
Design of optimal operation and control of a run-of-river hydro power plant depends on good models for the elements of the plant. River reaches are often considered to be shallow channels with free surface flow. A typical model for such reaches thus use the Saint Venant model, which is a 1D model based on the mass and momentum balances. This combination of free surface and momentum balance makes the problem numerically challenging to solve. Here, the finite volume method with staggered grid is used to illustrate the dynamics of the river upstream from the Grønvollfoss run-of-river power plant in Telemark, Norway, operated by Skagerak Energi. A model of the same river in the Grønvollfoss power plant has been studied previously, but here the geometry of the river is changed due to new information from Skagerak Energi. The numerical scheme for solving the model has been further developed. In addition, the behavior of the dynamic model is compared to data form experiments, carried out on the Grønvollfoss run-of-river power plant. The essence of the experiments is to consider the time taken from an increase in the input volumetric flow, to a measured change in level in front of the dam at Grønvollfoss. The results of the improved model (numerically, tuned to experiments), is a model that can be further used for control synthesis and analysis.


ABB has announced that it has completed commissioning the turbine control retrofit project for the 750MW Unit 5 at the Four Corners power plant in New Mexico, USA. The plant placed another order for an identical unit known as Unit 4, with increased scope. The scope of the project included a retrofit for one of the turbine rotors, as well as the mechanical-hydraulic controls for the 750MW main steam turbine. The project involved removing the original mechanical governor and retrofitting the wet box actuator and interface to the steam valves, as well as a new overspeed trip system. The controls update included an automatic turbine start-up program and rotor stress monitoring. The expanded scope of work for Unit 4 will include replacing low pressure pilot valve actuators on the boiler feed-pumps with the final element high pressure actuators supplied by the new hydraulic skid to be installed for the main unit. The existing vibration monitoring system will also be replaced with ABB’s turbine vibration monitoring system. Installation and start-up of Unit 4 is scheduled for spring 2010.


The goal of this project is to reduce flooding risks by improving the capacity of Halls Bayou Tributary P118-27-00 to convey stormwater during rain events. The project may include right-of-way acquisition, design and construction along the Tributary.
This project is part the Watershed-Wide Project Implementation Program for Halls Bayou.
This project will be located on Tributary P118-27-00, located between Sweetwater Lane and Airline Drive. The exact location is yet to be determined.
This project is currently in the ALTERNATIVES ANALYSIS stage.
Bond Project Listing
Bond Project C-30 is a potential “Partnership” project. Total allocation for this project is currently $12 million, of which approximately $10.8 million would be partnership funding, if granted, and $1.2 million would be local costs.


Inline Pump Gabbioneta/Begemann BSD
The BSD range Gabbioneta Pumps TM are heavy duty process vertical in-line overhung pumps with single suction impeller, designed in a back pull-out configuration for easy maintenance activities without motor removal. Computer desinged and fully machinned diffusers reduces virtually all hydraulic radial forces and limits shaft deflection at any flow. As option, pumps can be equipped with grease lubricated bearing, pure or purge oil mist lubrication, anti-reverse rotation device, steam jackets and casing insulations.
Pump components geometry optimised through hydraulic, structural, thermal and dynamic f.e.m. analysis to guarantee high product reliability.
In-line arrangement for suction and discharge nozzles integrally cast with the casing.
Closed type impeller with front and rear wear rings as well as balancing holes, to minimize the axial thrust.
Large eye suction impeller to meet low NPSH requirements.
Back pull-out construction for easy maintenance procedures.
Gabbioneta/Begemann BSD Specifications:
- Maximum discharge pressure (bar)100
- Max Speed (rpm)3600
- Max head (m)300
- Max flow (m3/h)500
- Max. temperature (C)400
- Minimum Temperature (C)-150


In order to understand the flow pattern of the diffuser internal flow field and improve the diffuser hydraulic design method, a special test rig was designed and installed to investigate the flow fields in an inward radial diffuser by using the particle image velocimetry(PIV)technique. The test model is one stage of a deep-well multistage centrifugal pump, two water lubricated plain bearings were used to support the pump shaft, and a mirror placed in 45° was used to reflect the flow field of diffu-ser. The velocity flow fields under a variety of operational points were obtained by using the phase averaged method. The results show that the flow in the diffuser is uniform and stable at the design flow rate. At the larger flow rates, the flow is blocked by the finite throat area and a considerable shock loss is generated at the diffuser inlet. At the lower flow rates, flow separation and vortices appear, and the vortex intensity is strengthened with reducing flow rate. Meanwhile, the position of vortex core is mo-ving from the location nearby diffuser suction side to the middle of diffuser. Large hydraulic losses produce at the diffuser inlet, and the diffuser inlet setting angle have a significant effect on the pump performance. The flow area in the middle of diffuser passage needs to be further adjusted to improve the flow pattern under lower flow conditions.
HUANG Ping-,ZHANG Li-,ZHOU Ling- et al. PIV measurements of inner flow field in an inward radial diffuser under multi-conditions[J]. Journal of Drainage and Irrigation Machinery Engin, 2014, 32(8): 674-678.
Golcu M, Pancar Y, Skmen Y. Energy saving in a deep well pump with splitter blade [J]. Energy Conversion Management,2006, 47(5): 638-651.
Tushar G, Daniel J D, Raphael T H, et al. Improving the hydrodynamic performance of diffuser vanes via shape optimization [J]. Computers and Fluids, 2008,37(6): 705-723.
Anokhin V D,Lepekha A I.New-type deep-well pump[J].Chemical and Petroleum Engineering, 1998,24(3/4):178-180.
Kong Fanyu,Su Xianghui,Chen Hao, et al. Optimal design on parameters of guide vane of radial diffusers in centrifugal pump[J]. Transactions of the Chinese Society of Agricultural Engineering,2012,28(23):40-45.(in Chinese)
Wang Jiaqiong, Kong Fanyu. Hydraulic performance optizimation study on impeller and diffuser of multi-stage centrifugal pump[J]. J Huanzhong Univ of Sci & Tech:Natural Science Edition, 2013,41(3):92-96.(in Chinese)
Zhou L, Shi W D, Lu W G, et al. Numerical investigations and performance experiments of a deep-well centrifu-gal pump with different diffusers [J]. Journal of Fluids Engineering, 2012, 134(7): 0711021-0711028.
Shi W D, Lu W G, Wang H L, et al. Research on the theory and design methods of the new type submersible pump for deep well [C]//Proceedings of ASME 2009 Fluids Engineering Division Summer Meeting,2009: 91-97.
Akin O, Rockwell D. Flow structure in a radial flow pumping system using high-image-density particle image velocimetry[J]. Journal of Fluids Engineering, 1994, 116(3):538-544.
Eisele K, Zhang Z, Casey M V. Flow analysis in a pump diffuser—Part 1: LDA and PTV measurements of the unsteady flow[J]. Journal of Fluids Engineering, 1997, 119(4):968-977.
Sinha M, Katz J. Quantitative visualization of the flow in a centrifugal pump with diffuser vanes—I: On flow structures and turbulence[J]. Journal of Fluids Engineering, 2000, 122(1):97-107.
Sinha M, Katz J, Meneveau C. Quantitative visualization of the flow in a centrifugal pump with diffuser vanes—II: Addressing passage-averaged and large-eddy simulation modeling issues in turbomachinery flows[J]. Journal of Fluids Engineering, 2000, 122(1):108-116.
Wuibaut G, Bois G, Dupont P, et al. PIV measurements in the impeller and the vaneless diffuser of a radial flow pump in design and off-design operating conditions[J]. Journal of Fluids Engineering, 2002, 124(3):791-797.
Wu Xianfang, Liu Houlin, Wang Kai,et al. 3D PIV measurement of flow in double-channel pump under overall operating conditions[J].Journal of Drainage and Irrigation Machinery Engineering, 2012,30(6):665-669.(in Chinese)


Monday, September 26, 2011
Let the Digging Begin: New Calaveras Dam Breaks Ground
On September 16th, General Manager Ed Harrington joined local and state officials to break ground on the construction of the Calaveras Dam Replacement Project. The 4-year, $416 Million dam is one of only several major dams built in California in 30 years. Alameda County Supervisor Nadia Lockyer and Sharon Tapia from the California Department of Water Resources, Division of Safety of Dams were on hand along with neighbors and project supporters. The contractor cut the first notch into the existing dam since it was originally built in 1925.
The Calaveras Dam Replacement Project will replace the existing dam with a 220-feet high new seismically-designed earth and rock-fill dam that will be constructed right next to the existing one. The Calaveras Dam Replacement Project is part of the SFPUC’s $4.6 billion Water System Improvement Program (WSIP) to repair, replace, and seismically upgrade the aging pipelines, tunnels and reservoirs in the Hetch Hetchy Regional Water System.


- Potable water: Four pump stations are feeding a network of 800 km. The average daily supply is 51,000 m3/day. The total storage capacity for potable water is 540,000 m3.
- Process water: Two pump stations are feeding a network of 51 km. This network supplies the heavy industries with low mineralized water. The average daily supply represents 85,000 m3/day. The total capacity of storage of process water is 680,000 m3.
- Reclaimed water network: Comprises of 42 km of networks for the fire protection in the industrial area.


Albania plans to diversify electricity generation with floating solar power plants
TIRANA – Albania’s state-run power utility KESH says it is planning to build the country’s first floating solar power plant on the northern Drin River cascade where it generates about two-thirds of the country’s domestic electricity from three hydropower plants built in the 1970s and 80s under communism.
The ambitious project would diversify the country’s current wholly hydro dependent electricity generation through new technology that has been revolutionizing renewable energy in the past decade.
KESH says the floating plant will be an 118,000m2 floating system with a capacity of 12.9 MWp that will be built on the Vau i Dejes reservoir where the country’s third largest hydropower plant is situated and that OST transmission operator has in principle agreed to link the floating power plant to the transmission grid once it is completed.
Published in Tirana Times, 19th July, 2018


MIRPUR (AJK) – Water level in the country’s largest AJK-based reservoir namely Mangla dam is rising as its water level was on Saturday recorded at 1121.50 feet against the maximum level of 1242 feet with live storage of 0.827 MAF, official sources said.
The minimum operating water level in the dam is 1050 feet, the sources told this correspondent. The inflow of Jhelum River at Mangla was reported as 49,200 cusecs with the outflows of 25,000 cusecs from the Mangla reservoir. The overall position of the was inflow and outflow at Tarbela, Mangla and Chashma along with the reservoirs levels and the barrages remained on Saturday as under:
Indus River at Tarbela: Inflows 212800 cusecs and Outflows 140000 cusecs, Kabul River at Nowshera: Inflows 53800 cusecs and Outflows 53800 cusecs, Jhelum River at Mangla: Inflows 49200 cusecs and Outflows 25000 cusecs, Chenab River at Marala: Inflows 88100 cusecs and Outflows 55100 cusecs.
Jinnah Barrage: Inflows 193200 cusecs and Outflows 188200 cusecs, Chashma Barrage: Inflows 191300 cusecs and Outflows 180000 cusecs, Taunsa Barrage: Inflows 181400 cusecs and Outflows 173100 cusecs, Panjnad Barrage: Inflows 10100 cusecs and Outflows Nil cusecs Guddu Barrage: Inflows 134900 cusecs and Outflows 96300 cusecs, Sukkur Barrage: Inflows 83500 cusecs and Outflows 35600, Kotri Barrage: Inflows 34400 cusecs and Outflows Nil.
Tarbela Reservoir: Minimum operating level 1386 feet, present level 1405.51 feet, maximum conservation level 1550 feet, live storage today 0.262 million acre feet (MAF).
Mangla Reservoir: Minimum operating level 1050 feet, present level 1121.50 feet, maximum conservation level 1242 feet, live storage today 0.827 MAF. Chashma Reservoir: Minimum operating level 638.15 feet, present level 641.60 feet, maximum conservation level 649 feet, live storage today 0.051 MAF.
The inflows and outflows of River Indus at Tarbela and Chashma, River Kabul at Nowshera and River Jhelum at Mangla have been reflected as mean flows of 24 hours, whereas the other flows have been gauged at 6.00 a.m.


Himalaya: Listen. Learn. Grow.
- About Us
Welcome to our podcast on the sand dredging project providing in formation and updates on the dredging ship that will pump 1.5 Million Cubic metres of sand to provide the new east west runway at the Sunshine Coast Airport.


Thakot is a 4,866MW hydro power project. It is planned on Indus river/basin in Khyber Pakhtunkhwa, Pakistan. The project is currently in permitting stage. It will be developed in multiple phases. Post completion of the construction, the project is expected to get commissioned in 2026.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||4,866||–||4,866||Permitting||Khyber Pakhtunkhwa, Pakistan||Pakistan Water and Power Development Authority|
The project is being developed and currently owned by Pakistan Water and Power Development Authority.
Thakot is a run-of-river project. The gross head of the project will be 159m. The project is expected to generate 22,405 GWh of electricity. The project cost is expected to be around $6,325.411m.
The hydro power project consists of 10 units of francis turbines.
Post completion of the construction, the project is expected to get commissioned in 2026.
About Pakistan Water and Power Development Authority
Pakistan Water and Power Development Authority (WAPDA), is a government-owned public authority maintaining power and water in Pakistan. It is responsible for the development of hydel power and water sector projects in Pakistan. The authority plans and executes projects and schemes for the generation, transmission and distribution of power; water supply and drainage; irrigation, flood management; inland navigation; and prevention of water logging and reclamation of waterlogged and saline lands. WAPDA is headquartered in Lahore, Pakistan.
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.


Magnetic-inductive flow measurement (mid)
The functional principle of electromagnetic flow rate sensors is based on Faraday's law of induction. The flowing medium induces an electric current between two electrodes mounted laterally in the sensor measuring tube; the strength of the electric current depends on the flow velocity. Only suitable for liquids whose conductivity is > 20 microS/cm (not suitable for oil).
All items of the category Magnetic-inductive flow measurement (mid) :


Andhra Pradesh people and Chandrababu Life Line Project construction is running in high speed. Polavaram Project most important and crucial phase of its construction is started. ChandraBabu Naidu today performed special pooja at the Polavaram dam and started Spillway Concrete works laid the first concrete.
The second main step construction of main dam will begin from January. The state government is planning to lay foundation in january. Even Chandra Babu is planning to complete crucial phases of the project by 2018. Even Babu is also planning to construct a coffer dam temporarily and store some water by 2018.
Polavaram Multi-Purpose Irrigation Project comes with a total capacity of 194 TMC which will irrigate about Five Lakh Acres over Two Crops Every year. The Project will also generate 960MW of Hydel Power which is the cheapest available power in the market right now. Hence the project is said to be very beneficial for the state.
Nara Chandrababu Starts Polavaram Concrete Dam Work Photos, Nara Chandrababu Starts Polavaram Concrete Dam Work, Start Of Polavaram Concrete Dam Work Photos, Polavaram Concrete Dam Work Photos, Polavaram Concrete Dam Work, Polavaram Concrete Dam Work Started, Nara Chandrababu Starts Polavaram Project,


Jagdulla Peaking Run-of-River Hydroelectric Project (JHEP) is the storage type. The capacity of JHEP is 106 MW with an estimated average annual energy generation of 635 GWh. The project is situated in Jagdulla and Mudkechula Rural Municipalities of Dolpa District. Three VDCs and two Rural Municipalities are directly affected by the project. The estimated cost of the project is US$ 220 million.
JHEP is a high head project and the main component of the project is a 23m high gated diversion dam with three gates of size 7m X 7m with side intakes and 120m X 13m wide double-chambered settling basin. The headrace tunnel is 6135m long. An underground surge shaft of height 56.9m with a restricted orifice, an underground pressure shaft of 1.4km length. Both powerhouse and transformer cavern is underground inside a sound rock mass. The powerhouse will accommodate three units of vertical shaft Pelton turbine and Gas Insulated Switch system with a transformer of single phase-type. The length of the tailrace is 266m and the transmission line length is 45km.


Ace Pump Corporation recently announced the addition of three new pumps featuring the company’s popular 206 motor and built-in pulse width modulated (PWM) control valves.
The adding of these models completes the full range of Ace hydraulically driven pumps with integrated PWM control valves. The 13 standard models allow PWM pump options for any size machine.
“The 206 motor requires 7 GPM (26.5 LPM) maximum hydraulic fluid input and is compatible with most tractor hydraulic systems,” said Andy Randle, CEO of Ace Pump Corporation. “The pulse width modulated control valves allow equipment owners and operators to implement a PWM control regimen on pull-type sprayers, planters and fertilizer applicators. They provide quick rate changes for both constant and variable rate applications. In addition, the new 206 models include a pressure relief valve to prevent over-speeding of the hydraulic motor and the damage it can cause. And, the pump runs only as fast as necessary, minimizing the horsepower required and extending pump life.”
The new models are recommended for use with any pressure compensated closed center or load sensing closed center hydraulic system. These models include severe duty silicon carbide shaft seals along with the follow specifications:
• The cast iron FMCSC-HYD-206-PWM has 1-1/4” x 1” NPT ports.
• The cast iron FMCSC-150F-HYD-206-PWM includes 1-1/2” x 1-1/4” NPT ports and industry standard 220 x 200 flanged connections.
• The FMCSC-150FS-HYD-206-PWM is constructed of durable 316 stainless steel with NPT ports and industry standard flanged connections.


15. Be sure to check the pump body for wear. Any large scratches/gouges will cause the pump to make noise, and the pump pressure will be inconsistent. With pump pressure too low, the unit will heat up and eventually fail. If gouged, you must buy a new pump, as the scratches will be difficult to fix with reliable results.


VALVE TEST RIGS
VALVE TEST BENCHES
(click on image to enlarge)
Containerized relief valve test workshop.
Fully automated valve test rig capable of testing DN15 to DN250 valves up to 76 bar water pressure and 6 bar air test pressure.
A 'Universal Valve Test Rig' with vertical hydraulic clamp.
A 'Butterfly Valve Test Rig' with horizontal hydraulic clamp.
A 'Relief Valve Test Bench' with hydraulic clamp facility and safety shield fitted.
A 'Relief Valve Test Bench' with hydraulic clamping and panel mounted test gauges.
A 'Gate Valve Test Rig' featuring a swing-out top cylinder assembly.
A 'Universal Valve Test Rig' with screwed test stubs and mating test flanges.


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ALTON – Barge traffic on the Mississippi River at Mel Price Lock and Dam slowed considerably this week as the main lock was shut down as part of a three-phase project to replace the vertical lift gate on the main lock chamber.
The main lock is expected to be closed for about three months. Another three-month closure is planned in January 2024 to complete the project, according to Andy Schimpf, operations manager, Mississippi River Projects for the U.S. Army Corps of Engineers St. Louis District.


Texas Water Development Board approves $54,000 in financial assistance to Derby Ing. Utility (Frio County) for water system upgrades
For immediate release. Contact: Kimberly Leggett at 512-463-5129
AUSTIN – (August 22, 2014) – The Texas Water Development Board (TWDB) approved by resolution loan forgiveness in the amount of $54,000 from the Drinking Water State Revolving Fund to Derby Ing. Utility (Frio County). The assistance will allow the Utility to finance planning and design costs associated with water system upgrades.
The Utility is a small water system that serves a population of less than 100. The financial assistance will allow the Utility to plan for upgrades that include the design of a new chlorination system, storage tank, and pumping system for the water well.
The TWDB is the state agency charged with collecting and disseminating water-related data, assisting with regional planning and preparing the state water plan for the development of the state’s water resources. The TWDB administers cost-effective financial assistance programs for the construction of water supply, wastewater treatment, flood control, and agricultural water conservation projects.


Centrifugal pumps are suitable for both domestic and industrial applications. They are used to convey clean liquids and nonaggressive chemical fluids. These pumps are characterized by low head and high flow rate.
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Corps' 1988 Missouri River Water Releases Met Guidelines
RCED-91-3: Published: Nov 7, 1990. Publicly Released: Nov 7, 1990.
- Full Report:
Pursuant to a congressional request, GAO examined: (1) whether the Corps released Missouri River water during 1988 specifically to aid navigation on the Mississippi River; and (2) the Corps' legal authority to take such action.
GAO found that: (1) the Corps did not increase water releases from the Missouri River to specifically aid navigation on the Mississippi River in 1988; (2) during the Missouri River navigation season, water released from the system provided river flows that generally met or fell below navigation flow targets; (3) the Corps did not increase target levels because of deteriorating river conditions on the Mississippi; (4) Corps records showed that water releases made during the winter and navigation seasons were in accordance with its guidelines; and (5) the Corps lacked the legal authority to operate reservoirs on the Missouri River for the primary benefit of navigation on the Mississippi River.


The granted contract with £730M value is for the design and build of the E6 clean water tunnel, which is due to spread treated water from a new plant at Huseby to Oslo residents.
Diverse connection points for linking it to the available water mains along the stretch, will be considered in the construction of this new water supply tunnel.
While the ground condition of the tunnel’s route will include sedimentary rocks, bedrock gneiss, and syenite, a tunnel boring machine is going to excavate almost 11km of tunnel and 7km will be done by drill and blast.
Additionally, the construction of clean water basins and a pump station will be a part of the contract and JV’s duty.
As a section of the Oslo Municipality’s wider water supply scheme, the main purpose of these works is to ensure that the city’s water supply will provide enough drinking water even in the event of a failure in vital parts of the water supply system, whereas E6 forms one of ten contracts for the scheme.
Schedule date for commencing the process is April 2022 and it is due to be completed in November 2027.
Moreover, a contract with £287M budget in order to build the 19km E5 water supply tunnel, was handed to Skanska in the previous year.


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Yuan, R. and Zhu, J., 2015. The effects of dredging on tidal range and saltwater intrusion in the Pearl River estuary.
A dredging project in the Pearl River estuary would influence the topography, water dynamics, and mass transport process. The effects of dredging in the channel of the Pearl River estuary on tidal range and saltwater intrusion were studied using a hydrodynamic model (finite volume coastal ocean model) and historical water depth data. The measured data showed that the tidal range decreased and saltwater intrusion increased in the North River. The tidal range increased and saltwater intrusion decreased in the West River in recent decades from the 1980s. The simulations in this study showed that after dredging (1) the upstream flow split ratio in the river changed (i.e. more freshwater flowed through the Sanshui station), whereas less freshwater flowed through the Makou station; (2) the tidal range increased in the West River network and decreased in the downstream reaches of the North River network; and (3) the saltwater intrusion increased in the West River mouths and weakened in the North River mouths. These results agreed with the observed phenomenon. The change in the flow split ratio between the North River and the West River induced by dredging was the fundamental dynamic that caused changes in both the tidal range and saltwater intrusion in the Pearl River estuary.


Pakal Dul Hydroelectric Project, Jammu and Kashmir (India)
Bauer has been commissioned with the execution of the following:
Plastic concrete cut-off wall (width: 1.0 m): total length in plan view is 150 m, maximum depth approx. 70m, with an expected area of about 8500 m²
Pre-Treatment along the cutoff wall alignment
Start: October 2021 Duration: 10 months after full mobilization (expected project completion: mid-2022)
The project is being located on the Marusadar River, a tributary of the Chenab River in Kishtwar district of the Indian Jammu and Kashmir. The primary purpose of the dam is hydroelectric power generation.


Jiayan is a 240MW hydro power project. It is located on Puduhe river/basin in Yunnan, China. The project is currently active. It has been developed in single phase. The project commenced construction in 2010.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||240||240||–||Active||Yunnan, China||Yunnan Dianneng Luquan Dianlin Development|
The project is developed and owned by Yunnan Dianneng Luquan Dianlin Development. The company has a stake of 100%.
The gross head of the project is 150m. The project generated 1,099 GWh of electricity. The project cost is $290.3m.
The hydro power project consists of 3 turbines, each with 80MW nameplate capacity.
The project commenced construction in 2010.
NPO ELSIB supplied 3 electric generators for the project. The generator capacity is 100 MVA.
About Yunnan Dianneng Luquan Dianlin Development
Yunnan Dianneng Luquan Dianlin Development Co., Ltd. is a hydro power generation company. The company is engaged in the construction of 96 MW Yunnan Lujichang hydropower project, located at Pudu River, Luquan Yi and Miao Minority Autonomous County, China.
All power projects included in this report are drawn from GlobalData’s Power Intelligence Center. The information regarding the project parameters is sourced through secondary information sources such as electric utilities, equipment manufacturers, developers, project proponent’s – news, deals and financial reporting, regulatory body, associations, government planning reports and publications. Wherever needed the information is further validated through primary from various stakeholders across the power value chain and professionals from leading players within the power sector.


Lake Tana - Ethiopia
Salini Costruttori S.p.A.
2005 – 2011
Description for Beles Multi-purpose Project (Ethiopia)
Multi-purpose project on Lake Tana, including hydropower plant and irrigation works.
- Lake Tana as a reservoir (V = 32'270 Mm³)
- Headrace tunnel (L = 11 km, D = 8 m)
- Surge shaft (H = 91 m, D = 18 m)
- Penstock (L = 286 m, D = 6.5 m)
- Underground power house (No. 4 Francis turbines, IP = 460 MW, E = 1'720 GWh/y)
- No. 3 weirs for irrigation purposes
Ruzizi Transmission Lines (Africa)
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The scope of the assignment is the rehabilitation of the existing Hermitage...
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Rockfill dam with bituminous facing (BFRd) with a reservoir for irrigation,...
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Lusaka project including domestic water supply pipeline for the city of...
Hydropower Projects (Jamaica)
The scopes of the assignment, commissioned by...
Beles Multi-purpose Project (Ethiopia)
Multi-purpose project on Lake Tana, including hydropower plant and irrigation...
HV Transmission Lines (Tanzania)
This is a feasibility study of high voltage...


04 Mar Copisa lands the construction of a water treatment plant in Peru for €15.7 million
Posted at 08:06h in News
Copisa has been awarded the construction of the new treatment plant and water and drainage system in the town of La Joya in the region of Arequipa (Peru). The works represent an investment of €15.7 million and will take around 16 months to complete. The project has been commissioned by the Regional Government of Arequipa and is to be carried out with two local partners.


Author(s): Ismail Aydin; Ilker T. Telci; Onur Dundar
Keywords: Pressure distribution; downpull; hydraulic gate; dams; hydropower
Abstract: Downpull on tunnel gates installed in the intake structure of a hydroelectric power plant was studied experimentally using a hydraulic model. The pressure distribution on the gate lip surface was measured, and the lip downpull was evaluated by surface-area integration of the measured pressure distribution. An easy to use lip downpull coefficient was defined as a function of the lip angle and gate opening. The lip downpull coefficient function is linked to a one-dimensional mathematical model of unsteady flow in the intake-penstock system. The model is based on the integral energy and continuity equations. Overflow through the gate spacings is also included in the model to compute the water level in the gate shaft and to evaluate the downpull component on the top face of the gate. Time-dependent calculation of the total downpull force acting on a closing gate is exemplified. The total downpull is also measured by the direct weighing method for fixed and closing gates. Predictions of the mathematical model compare favorably with the downpull obtained from the direct weighing method.


26 Jun We have mobilized our project team to Dh. Hulhudheli harbor project site
We have mobilized our project team to Dh. Hulhudheli harbor project site on 25th June 2020. The project which received EIA approval on 30th April 2020 involves the design and build of Dh. Hulhudheli harbour upgrade.
Among others, project works involve dredging and excavation of 45,585cbm; the construction of a 277m long breakwater; a 432m quay wall, 60m groynes and a 60m revetment. The project also includes the construction of 2160sqm of paved area as well as the installation of streetlights and mooring blocks.
Overall, the project which was awarded on 10th December 2019, is estimated to cost MVR 39.8 million. The project is estimated to be completed within 362 days.


The Flood Warning continues for
the Mississippi River at Donaldsonville.
* Until Saturday January 26.
* At 9:00 am Sunday the stage was 28.2 feet.
* Minor flooding is occurring and minor flooding is forecast.
* Flood stage is 27.0 feet.
* Forecast... the river will continue to hold near 28.3 feet until
Tuesday, January 22. The river will fall below flood stage Saturday,
* Impact... at 27.0 feet... navigation becomes difficult for smaller
river craft. Safety precautions for river traffic are urged.
Lat... Lon 3009 9079 3001 9087 3032 9130 3035 9113
Severe Weather Get Mobile & Email Alerts
Ascension Severe Watches & Warnings NOAA Weather Radio
Watches & Warnings
Issued: 10:43 AM CST Jan. 20, 2019 – National Weather Service


The hydraulic structure near the town of Želiezovce (Nitra region) is located by the river Hron. It was designed as a multi-purpose construction serving several functions (water management, energy, environmental).
The construction consists of three main parts:
- hydropower plant (installed power capacity – 2800 kW, 2 x Kaplan horizontal turbines, designed gross head – 5.95 m),
- fish ladder (salmon leap with 72 fish chambers),
- weir with overpour radial gate (three fields with a bridge).
The load bearing structure of these parts is designed from massive reinforced concrete elements.
SCIA Engineer has been used for creating the 3D analysis models of the hydropower plant and the weir. Internal forces and displacements were calculated using the finite element method and reinforcement for 2D elements was designed according to EC2. The loading capacity of the foundation soil and some chosen load bearing elements were calculated separately too.
SCIA Engineer helped us understand the composite action between the massive elements especially in the hydropower plant, analyse the behavior of the whole structure for each load case and combination and to calculate global displacements.


The Cape Fear River is beginning to fall in Bladen County. The river is expected to drop below flood stage at the William O. Huske Lock and Dam No. 3 in Tar Heel and at the William O. Huske Lock and Dam No. 2 in Elizabethtown on Tuesday. The river is forecast to drop below flood stage overnight Tuesday, according to the National Weather Service.
You can learn more about the forecast for the Cape Fear River at https://www.weather.gov/media/ilm/LatestRiverBriefing.pdf


Wivenhoe Power Station is the only pumped storage hydroelectric plant in QLD. It consists of two 250 megawatt units that are the largest hydro machines in Australia and weigh 1,500 tonnes each. AUS-ROV performed ROV General Visual Inspection (GVI) of the intake screens and turbine / pump shaft and bearing at the beginning of July. The operations team deployed the vLBV300 High Definition ROV from approximately 13 metres above the water level with the specially designed quick deployment and recovery system from SeaBotix. The ROV provided high resolution video of the turbine components, intake screens and concrete foundations the power station stands on.


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Uniserv-Piecbud signed another contract for the 910 MW block in Jaworzno
Uniserv-Piecbud in consortium with Kryza-Plast Henryk Kamiński, signed an agreement for the design and construction of a water supply system for the new 910 MW unit at Jaworzno III Power Plant.
The contract covers the design, assembly and commissioning of the water supply system for the 910 MW power unit in Jaworzno III Power Plant. Construction of a DN 800 diameter pipeline over the 8 km length, is another realization of Uniserv-Piecbud SA in this power plant. The cooling tower currently under construction reached a target of 181.5m, and the construction of the shell was completed before the contract deadline.
The value of the contract for the construction of the pipeline is PLN 46.7 million gross. Expected completion date is July 2018. After signing this contract, the company’s portfolio for 2017 and subsequent periods is PLN 193 million.


Wyangala Safety Upgrade
The Wyangala Safety Upgrade, located 50km upstream of Cowra, NSW is part of State Water’s $300 million dam safety upgrade program, which aims to upgrade 7 major dams to full PMF (probable maximum flood) compliance.
The gate raising works involves raising the 8 existing radial gates by 1.4m. This will require the closure of the existing road over the dam wall to the general public, necessitating construction of an alternate river crossing. The new crossing comprises construction of a new 140m bridge across the Lachlan River as well as 2.5km of road works of which 1.2km is new road.
- Construction of a bridge and associated road works to provide alternative access once the road across the top of the dam wall is closed to public vehicles.
- Improve capability of the dam to withstand extreme floods.
- Improve environmental performance.
- Increase sustainable regional development.
Click here for more information on road safety barriers
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- Flood Warning issued May 25 at 8:21PM CDT until May 28 at 4:30AM CDT by NWS
- Effective: 8:21 p.m. on Monday, May 25, 2015
- Expires: 4:30 a.m. on Thursday, May 28, 2015
...The Flood Warning continues for the following rivers in
Big Creek at Blairstown affecting Cass...Henry and Johnson Counties.
Grand River near Sumner affecting Livingston...Carroll...Chariton
and Linn Counties.
Grand River near Brunswick affecting Carroll and Chariton Counties.
Marais Des Cygnes River at La Cygne affecting Linn County.
Marais Des Cygnes River near Trading Post affecting Linn and Bates
Platte River near Agency affecting Buchanan County.
Platte River At Sharps Station affecting Platte County.
Platte River near Platte City affecting Platte County.
South Grand River at Urich affecting Bates...Cass and Henry
The Flood Warning continues for
The Grand River near Sumner.
* until late Wednesday night.
* At 7:45 PM Monday the stage was 29.0 feet.
* Flood stage is 26.0 feet.
* Moderate flooding is occurring and Moderate flooding is forecast.
* Forecast...The river will continue rising to near 29.8 feet by
Tuesday morning. The river will fall below flood stage Wednesday
* At 28.0 feet...Rural roads are under water.
* At 26.0 feet...Rural land adjacent to the river is flooded.
* At 23.0 feet...Bottomland 1 to 2 miles south of the gage begins to
Location FS Stage Day/Time Forecast
Sumner 26 29.0 Mon 08 PM 29.8 Tuesday morning
- See more at NOAA