Lidl Supermarket Group
Client: Tinnelly Construction
Completion Date: 01/08/2012
Contract Value: £350,000
Project Overview: With Lidl supermarket’s expansion in Ireland and the UK, FM Environmental has supplied stormwater management systems for most of its Irish stores as well as its Exmouth store in England. Each site comprised of GRAF stormwater infiltration tunnels installed beneath the supermarket car parks. Hydrobrake flow control devices were fitted to release contained stormwater at set flow rates while the Company also supplied petrol and oil interceptors to eliminate groundwater contamination.
Scope of Work: GRAF stormwater infiltration tunnels; Hydrobrake flow control devices; petrol interceptors; storm and foul water pump stations complete with pipework and control equipment.


TABLE OF KRD10 HYDRAULIC VERTICAL SHOCK TEST SYSTEM
The basic body of the shock tester table is KRD10 series hydraulic lifting vertical shock tester, which is a free-falling vertical shock tester with hydraulic lifting and hydraulic braking. It is composed of shock table body, hydraulic source, electrical control, etc.
The table platform includes: working table, two guide rods, frame, air spring support system, lifting cylinder, displacement sensor, damper, hydraulic locking mechanism, etc.
The shock table adopts hydraulic drive, lifting cylinder lifting, high-pressure oil brake positioning, free fall, high-pressure oil-liquid brake to prevent secondary impact. The structure schematic diagram and pictures are shown in following figure:


« View county listFlood Warning
1051 AM EST SAT FEB 6 2016
...Flood Warning extended until this evening...The Flood Warning
The Ocmulgee River near Macon.
* Until this afternoon.
* At 1030 AM Saturday the stage was 18.2 feet...and falling.
* Minor flooding is occurring and forecast.
* Flood stage is 18 feet.
* The river will continue to fall to below flood stage by this
* At 18 feet...Flood stage is reached. Minor flooding begins along
the river upstream and downstream from the gage at U.S. Highway 80
or Martin Luther King Boulevard. Portions of the Ocmulgee Riverwalk
and agricultural lands well downstream will be under a foot of
LAT...LON 3290 8372 3293 8367 3282 8356 3266 8353
3263 8359 3274 8363


UK series continues with Netherlock
In July 2020, we began construction of the Netherlock Hydropower Plant in the east of England.
The construction is located on the River Trent, one of the three longest rivers in Britain, in the town of Newark on Trent in Nottinghamshire.
The installed capacity of the Archimedes screw turbine will be 90 kW and annual production of over 600 MWh is expected.Excavation work and sheet piles have been completed and concrete structures are currently being built.
Completion of the construction is planned for the end of 2020.


Agency Valley Dam is located on the North Fork of the Malheur River near Beulah, Oregon, The dam is a 110-foot-high zoned earthfill structure that contains 646,000 cubic yards of material. The total capacity of the reservoir is 59,200 acre-feet (active 59,200 acre-feet). The needle valves in the outlet works were replaced by jet flow gates in 1990 as part of the operation and maintenance modifications program.
The foundation consists of Columbia River Basalts with interbeds of basaltic tuff, tuff-breccia, and volcanic ash overlying shale in the right abutment. Shales form the left abutment and channel section foundation.


Noxon Rapids is a 598MW hydro power project. It is located on Clark Fork river/basin in Montana, the US. 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 1956 and subsequently entered into commercial operation in 1959. Buy the profile here.
The project is currently owned by Avista with a stake of 100%.
The hydro reservoir capacity is 493.1 million cubic meter. Noxon Rapids underwent through rehabilitation & modernization during 2008-2012. The project generated 1,581 GWh of electricity.
The project construction commenced in 1956 and subsequently entered into commercial operation in 1959.
Power purchase agreement
The power generated from the project is sold to Avista under a power purchase agreement with a contracted capacity is 598MW.
Power Engineers was selected to render engineering procurement construction services for the hydro power project.
Toshiba International was selected as the turbine supplier for the hydro power project. The company provided 5 units of francis turbines, each with 113.9MW nameplate capacity.
Voith Siemens Hydro Power Generation supplied 5 electric generators for the project.
For more details on Noxon Rapids, buy the profile here.


Weather Alert Detail
- Flood Advisory for Pemiscot County, Missouri
- Flood Advisory issued April 17 at 9:07PM CDT until April 21 at 3:23PM CDT by NWS
- Effective: Friday, April 17, 2015 at 9:07 p.m.
- Expires: Tuesday, April 21, 2015 at 3:23 p.m.
...The Flood Advisory continues for the Mississippi River...
Mississippi River at Tiptonville affecting New Madrid...Pemiscot
and Lake Counties
Mississippi River at Caruthersville affecting Mississippi...
Pemiscot...Dyer...Lake and Lauderdale Counties
Mississippi River at Osceola affecting Mississippi...Lauderdale
and Tipton Counties
Mississippi River at Tunica Riverpark affecting Lee and Tunica
The Flood Advisory continues for
the Mississippi River at Tiptonville
* until Tuesday April 21.
* At 08 PM Friday the stage was 33.2 feet.
* Flood stage is 37.0 feet.
* Forecast...The river will rise to near 34.4 feet Tuesday April 21.
* At 34.0 feet...Fields are flooding east of Point Pleasant,


The two-floor flow passages pumping system with the simple structure is well practical in the Basin of Yangzi River downstream. However, this kind of pumping system has some disadvantages, such as low efficiency, easy to appear submerse vortex in discharge flow passages which causes the unit vibration and does harm to the operating of pump unit. In order to solve these problems, the design scheme with a new curve of diffusing outlet structure and inlet cone put forward, which are used in the renovation of the two-floor flow passages pumping station. With the numerical simulation of the two-floor flow passages pumping system, the flow fields are analyzed, and the external performance curves are obtained. To verify the calculation, a model tests were done using the standard model of pump. The test results are compared with the performance curves of numerical simulation. Good agreement of two results is found in the high efficiency area, which can show the calculation is believable. The new design improves the efficiency of pumping system significantly and eliminates the submerse vortex, also can guarantees the economy and security of operating.
Numerical Simulation and Experimental Study of a Two-Floor Structure Pumping System
Liu, C, Jin, Y, Zhou, J, & Tang, F. "Numerical Simulation and Experimental Study of a Two-Floor Structure Pumping System." Proceedings of the ASME 2010 Power Conference. ASME 2010 Power Conference. Chicago, Illinois, USA. July 13–15, 2010. pp. 777-784. ASME. https://doi.org/10.1115/POWER2010-27240
Download citation file:


Reservoir filling -Very low supply pressure -Low noise generation -Energy cost critical systems -Systems with poor water quality The Model FP 450-66 Level Control Valve with Bi-Level Vertical Float is a hydraulically controlled, diaphragm actuated control valve that controls reservoir filling in response to a hydraulic on/off float pressure command. The Valve opens at pre-set low level and closes at a pre-set high level.
- Line-pressure driven
– Independent operation
- Bi-Level Float
– On/Off – non modulating
– Extended service life
- Rugged Reliability
– Single-piece fully supported rolling diaphragm
– Obstacle-free unobstructed flow path
– Suited for use with low quality water
- Hydraulically Restrained Actuation
– Non-slam closing
– Quiet and smooth operation
- High Performance
– High flow capacity
– Low operating pressure
- External Installation
– Easy access to valve & float
– Simple level setting
– Less wear and tear
- In-line Serviceable
– Quick and easy maintenance
- Flexible Design
– Simple addition of factory supplied features
Major Additional Features
- Pressure sustaining – 453-66
- Electric float backup – 450-66-65
- Flow control – 457-66-U
Rooftop reservoir level control is attained by electric control of the basement pumps according to reservoir level. As overflow of a rooftop reservoir can cause costly damage, hydraulic backup protection is recommended.
The Model FP 450-66 is suited to this function. When open, it presents minimal interference, but when needed, it shuts off securely.
To ensure supply pressure to upper floor consumers or the fire protection system, install the Model FP 420 or 42T Pressure Control Valve upstream from the Model FP 450-66.
Basement reservoir design requires consideration of specific issues:
- Supply cut-off is unacceptable.
- Reservoir overflow might damage expensive equipment.
- Noise level and duration should be limited.
- Municipal supply pressure might be low.
The Model FP 450-66, as part of a Reservoir Fill-Up system, fulfills these requirements and more.


Nicaragua's government signed a financing agreement with the Central American Bank for Economic Integration for development of the Larreynaga hydroelectric project.
The bank will provide up to US$22.9 million, which will supplement the US$36.7 million originally approved for the 17-MW project, Business News Americas reported.
The project is located in Jinotega Province about 160 kilometers north of Managua.
Spain's Cobra engineering and construction firm began construction of the project last year.
The hydro plant, which will be operated by state power firm Enel, will increase the country's physical generation by 2.8 percent and installed capacity by 3.4 percent, officials said.
For more hydropower news and information, click here


In rural China, piped water projects have
many advantages over traditional methods of drilling
wells. Tap water projects are energy efficient, low cost,
effective and simple to operate, but they also have
certain limitations. In this paper, the 0-1 planning
model and the minimum spanning tree model are used
to study and optimize the water pipeline laying problem
encountered in infrastructure projects. The 0-1
planning model is established and the Prim algorithm of
the minimum spanning tree theory is used to divide
different water supply stations to achieve certain
minimum pipeline mileage, minimum total mileage or
upgraded water supply stations under different
conditions and iterative constraints, and the
corresponding pipeline planning diagrams are obtained.
Hierarchical pipe laying, 0-1 planning, minimum spanning tree, prim algorithm.


The hydraulic cylinder can lift up to 10 tons and is connected to a hydraulic pump which is attached between the sphere shells. It can be operated from inside and outside.
The hydraulic cylinder which lifts up the upper half sphere is attached only a few centimeters behind the rotation axes of the sphere, the hinge. Therefore, huge forces are applied to the hinge and the cylinder. While moving only by approx. 5cm, the upper half-sphere lifts up to a distance of approx. 50cm on the opposite side.


Flat ₹100 Off - Use Code: WELCOME100 (*Min Cart Value ₹1000)
Whether you are looking for a water pump/water booster system for your apartment, home, garden, overhead water tank, Kirloskar Mini Jalraaj - 0.5 HP Self Priming Water Pump will not disappoint you. This 0.5 HP Self Priming Monoblock Water Pump is designed to provide optimal water pressure with proper safety and efficiency for each user. Ergonomically designed, this centrifugal pump is made of an iron cast body that offers durability to the product. This MADE IN INDIA, Kirloskar Self Priming Water Pump is equipped with features like B’ class of Insulation, TEFC capacitor, TOP (Thermal Overload Protector) water discharge capacity of 3300-250 LPH. Kirloskar .5 HP Centrifugal Pump offers easy and low-cost solutions to most low pressure, high capacity pumping applications. The height of the head of the pump can be increased or decreased from 5 to 50 meters.
Best pump choice for thin liquids and high flow rates
Mechanical seal- Carbon Ceramic
Head-5 to 50 meters
Pump shaft-Carbon Steel
Monoblock Water Pump


MAAW - What does MAAW stand for? The Free Dictionary
References in periodicals archive
Controversial Issues Link," http://www.maaw.info/ ArticleSummaries/ArtSumZimmerman01.htm
The project was meant to transfer 125 million litres of raw water per day from Sungai Maaw
in Sibu by using River Bank Filtration (RBF) system through pumping stations to Tanjung Manis hahal hub.
The first phase of the Tanjung Manis Water Supply (BATM) project to transfer 125 million litres of raw water a day (JLH) from Sungai Maaw
, Sibu, through the river bank filtration (RBF) system through the raw water pump station to Tanjung Manis has fallen short of meeting its objectives.


Karcher SDP7000 Submersible Dirty Water Pump Reviews
Product Type: Karcher Garden Irrigation
Description:Model ID SDP7000 / Brand: Karcher / Type: Dirty Water Pump / A high volume entry level submersible flood pump designed to remove dirty water with particles up to a max size of 20 mm at high speed / Can be used in ponds, pools, flooded areas etc / Features include a water level ... more
Karcher SDP7000 Submersible Dirty Water Pump ... float switch that allows the pump to work automatically between two predetermined levels, integrated handle for easy transportation and storage and hose connector offering ease of hose fitting to minimise thread damage.
Price Comparison for Karcher SDP7000 Submersible Dirty Water ...
Products Similar to Karcher SDP7000 Submersible Di ...
|More products in Garden Irrigation|
|Kingfisher Garden Wall Mounted Hose Pipe Hanger||Phostgn 6 Function Hose Spray Gun||Hozelock Aquastorm 15 Sprinkler and Waterstop Connector|
does what it is designed to do
no stop button
|Karcher 6.390-859 Six Metre High pressure Extension Hose||Solo 475||Solo 457|


Richmond Water Treatment Plant Upgrades. Richmond, Virginia.
The current plant capacity is 132 million gallons per day, obtained via a series of coordinated upgrades of the previous 66 MGD capacity facility, and currently services the city and three surrounding counties. The work consisted of: 22 filter upgrades to high-rate capacity, pumping facility replacement and upgrades, intake controls and screening, chemical storage and feed facilities, as well as residuals handling facilities.
The most recent upgrades have included further upgrades of the flocculation/sedimentation basins; including new motors and VFDs for the flocculators; addition of plate settlers for enhanced solids removal performance; and replacement of the residuals collections systems for more efficient operation and upgrades of the filtered water pumping system (new 300 hp pump and VFD).
Architectural design has included the design of upgrades to the plant office space areas and exterior finishes to both new buildings added to the site and existing buildings.
Civil design efforts have included work on plant piping, raw water conveyance channels and miscellaneous site improvements on the WTP site.
Electrical design has included the design of a second electrical feeder to the plant, upgrades to the existing plant switchgear, new and upgraded pump motors, flocculator motors and VFDs for filtered water pumps and finished water pumps.
Geotechnical design has included evaluation of foundations and excavations for basin rehabilitations and pump station sites, as well as modifications to earthen berms on the plant site.
Mechanical design has included both evaluation and design of raw water, filtered water and finished water pumping facilities, as well as numerous chemical feed systems in the WTP. HVAC improvements have also been incorporated into plant upgrades.
Structural design efforts consisted of the evaluation and design of upgrades to the existing concrete sedimentation basins, pump station clear wells and other structural infrastructure repairs, including structural design of a new finished water pump station located on the plant site.


Channel drainage system to convey discharge from gutter downpipes across a footpath to the road edge.
MultiDrain M100D Channel Footpath Drainage is a polymer concrete channel drainage system to convey discharge from gutter downpipes across a footpath to the road edge. The system includes 100 mm wide shallow channels and accessories to permit the connection of downpipes and the discharge through a kerb face into the road gutter. The channels are available in two depths and can be specified with galvanized edge rails or stainless steel edge rails.
Choice of depth and outlets
Simple and fast to install
Q10/180 Drainage channel systems with gratings
Galvanized steel edged channel 75 mm deep.
Stainless steel edged channel 75 mm deep.
Galvanized steel edged channel 100 mm deep.
Stainless steel edged channel 100 mm deep.
CFD 0100 Downpipe connector
CFD 075 Downpipe connector
CFD Kerb outlet – bull-nose
CFD Kerb outlet – half batter
Standard product features
Constant invert level or laid to fall.
Nominal bore size:


This project involves enlargement of an existing detention basin from a capacity of 18ML to 37ML along with installation of 3 large gross pollutant traps at the eastern side of the site and a concrete channel along the northern Greenhill Road frontage. These works aim to limit flow to the existing capacity of the culvert under the Fullarton and Greenhill Roads intersection. Together with the South Park Lands works, this project will help manage ﬂooding from Park Lands Creek and within downstream residential areas.
The Glenside site is being developed by Cedar Woods and works being delivered by Cedar Woods include provision of the flood mitigation infrastructure.
The Glenside project works are outlined in Section 10.2 of the 2016 Stormwater Management Plan.


CRI 1 HP Domestic Water motor pump DORA100
CRI 1.5 HP Domestic Water motor pump CHAMPEE150
CRI 1 HP Domestic Water motor pump SELFY101, Vertical Suction 8 Mtrs, Horizontal Suction >30 Mtrs
CRI Monoblock Pump are driven by a totally enclosed fan cooled AC induction two pole motor which makes it ideal for functioning for longer duration. Motor stator is made of low watt loss silicon laminations which is put together under pressure and firmly locked in the frame.


Drainage Improvement in Northern New Territories - Package B (Remaining Works)
The scope of project comprises construction of about 0.8km of stormwater drain in Tsung Yuen, New Territories.
The implementation of the project would alleviate flooding hazards in Tsung Yuen and also bring the drainage system up to the current flood protection standard.
Mott MacDonald HK Ltd.
Ming Hing Waterworks Engineering Company Limited
about $65.5 million


Regalbuto is a 50MW onshore wind power project. It is located in Sicily, Italy. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. Post completion of construction, the project got commissioned in November 2009. Buy the profile here.
The project was developed by Cover and is currently owned by Alerion Clean Power with a stake of 100%.
The project generates 59,000MWh of electricity. The project cost is $137.95m.
The project is currently active. The project got commissioned in November 2009.
Nordex was selected as the turbine supplier for the wind power project. The company provided 20 units of N90 (2.5 MW) turbines, each with 2.5MW nameplate capacity.
For more details on Regalbuto, buy the profile here.
Cover S.r.l. is a manufacturer of hydraulic cylinders.


Bunji is a 7,100MW hydro power project. It is planned on Indus river/basin in Gilgit-Baltistan, Pakistan. The project is currently in permitting stage. It will be developed in single phase. Post completion of the construction, the project is expected to get commissioned in 2043.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||7,100||–||7,100||Permitting||Gilgit-Baltistan, Pakistan||China Three Gorges|
Bunji is a run-of-river project. The hydro reservoir capacity is planned to be 308 million cubic meter. The gross head of the project will be 445m. The project is expected to generate 26,123 GWh of electricity. The project cost is expected to be around $13,500m.
The hydro power project consists of 20 turbines, each with 350MW nameplate capacity.
Post completion of the construction, the project is expected to get commissioned in 2043.
About China Three Gorges
China Three Gorges Corp (CTG ) subsidiary of State-owned Assets Supervision and Administration Commission of the State Council, formerly known as China Three Gorges Project Corp, is a renewable energy company which develops and operates hydropower generation plants. The company’s operations include hydropower project engineering, construction and management, electricity production, and provision of technical services. Its renewable energy business comprises construction, operation and development of solar and wind energy projects. The company develops hydropower projects of Yangtze River and its tributaries. It has operations throughout Asia, Europe, South America, Middle East and Africa. CTG is headquartered in Beijing, 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.


The cabinet has approved in principle a 17.6-billion-baht project to build a run-off drainage canal in Ayutthaya province to mitigate flooding in the old capital.
With a capacity of 25 million cubic metres, the Bang Ban-Bang Sai canal will move water from Muang district at 1,200 cu m/s. When combined with the capacity of the Chao Phraya River, water can be drained at 2,400 cu m/s, said Col Athisith Chainuwat, assistant spokesperson for the Prime Minister’s Office.
The 23km canal comes with two-lane roads on both sides, a control building, watergates to drain or store water for the dry season, as well as bridges and other necessary structures.
The project will relieve flooding in the Chao Phraya plains — from the end of the Chao Phraya Dam to the Gulf of Thailand.
Also benefiting from the new canal will be around 230,000 rai of farmland in Muang, Bang Ban, Bang Sai, Bang Pa-in, Phak Hai and Sena districts in Ayutthaya and Pa Mok district of Ang Thong province.
The Royal Irrigation Department will conduct a survey, handle the design and acquire land so the canal can be completed by 2019.


Nathan Avenue to Rose Brea Drive Storm Sewer Improvements
Impacted Ward: 2
Contractor: Bi-State Utilities
This purpose of the project is to alleviate frequent flooding along Woodlawn Drive and Gustane Drive. The conceptual project is to replace the undersized conveyance system and increase the inlet capacity.
Virtual Road Show
The existing drainage system upstream of rose Brae Dr. is undersized with capacity issues causing localized flooding along Woodlawn Dr., Gustane Dr., Cunningham Ct. and Nathan Ave. Learn more through our Virtual Road Show:


- Flood Warning issued May 30 at 4:17AM CDT until May 30 at 8:12PM CDT by NWS
- Effective: 4:17 a.m. on Monday, May 30, 2016
- Expires: 8:12 p.m. on Monday, May 30, 2016
...The Flood Warning continues for the following streams in Kansas...
Buffalo Creek near Jamestown affecting Cloud County
Big Blue River near Blue Rapids affecting Marshall County
Cottonwood River near Emporia affecting Lyon County
Neosho River Near Neosho Rapids affecting Lyon County
Republican River at Clay Center affecting Clay County
Salt Creek near Ada affecting Ottawa County
Smoky Hill River near Enterprise affecting Dickinson County
Solomon River near Niles affecting Dickinson...Ottawa and Saline
The Flood Warning continues for
The Republican River at Clay Center.
* until this evening.
* At 4:00 AM Monday the stage was 15.6 feet.
* Flood stage is 15.0 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Forecast...The river will continue to fall to below flood stage by
* Impact...At 15.0 feet...Lowland agricultural flooding occurs from
U.S. Highway 24 to Milford Lake.
- See more at NOAA


ASC 150PC Domestic Water Pump
The ASC150PC is a self priming pump suitable for spear point applications. With self priming capabilities, the pump has a suction capacity of 9 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 150PC 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.
- 2.2bar pump cut in for greater versatility.
- Corrosion resistant pump body, diffuser and stainless steel impeller to ensure pump durability.
- High quality mechanical shaft seal and high quality bearings.
- 240V single phase TEFC motor with in-built auto reset thermal overload to prevent the pump from overheating.
- IP55 Protection / Insulation F
- 9m suction head
- Suitable for medium to large garden irrigation and whole of house double storey domestic home.
Motor / power: 1000W
Max. flow: 80T/min
Taps: 7-8 taps (calculated at 10lt/min)
Suction hose diameter: 1″ / 25mm
Body: Stainless steel
Impeller: Stainless steel
Mechanical Seal : Carbon/Ceramic/Nitrile
Warranty on pump: 2 Years
A | 98mm
B | 198mm
D | 219mm
F | 97mm
L | 417mm
H | 216mm
H1 | 212mm
H2 | 105mm
DNA | 25mm
DNM | 25mm
1 . Plug
3. Dust Cap
4. Inside Hexagonal Bolt
5. Pump Housing Component
9. Hexagonal Nut
12. Spring Washer
13. Mechanical Seal


The Tuolumne Utilities District (TUD) is excited to announce the construction of a new water storage tank as part of the Mono Vista Tank Replacement Project. The existing 400,000 gallon Mono Vista Water Tank in Sonora is in poor condition with severe corrosion on the interior of the tank. The roof of the tank has also been determined to be no longer safe to access. The Replacement Project entails the demolition of the existing water storage tank and the construction of a new 400,000 gallon bolted steel water storage tank. The Mono Vista Tank is a key component of the District’s distribution system, storing and distributing water in three different directions.
The District received two bids for the project and the TUD Board awarded the project to Njirich & Sons, Inc. in the amount of $811,989.33 in June 2019. The project contractors have started the Mono Vista Replacement Project and anticipates completing the project by January 2020, weather permitting.


After a weekend of heavy rain in Nebraska, Iowa, Wisconsin and Northern Illinois, much of that rain will run into streams that eventually dump into the Missouri or Mississippi River. Because of this, the Missouri and Mississippi Rivers will be on the rise into this upcoming weekend. In fact, below is the river level graph on the Mississippi River at St. Louis. You can see the sharp rise in the water level forecasted for this weekend. At St. Louis the Mississippi will be in the "Moderate Flooding" Level as the river crests 6.4' above flood stage this Saturday. At this level the flood wall at Prairie Street is closed.


- Flood Warning issued November 30 at 7:03PM CST until December 03 at 10:30AM CST by NWS
- Effective: 7:03 p.m. on Monday, Nov. 30, 2015
- Expires: 10:30 a.m. on Thursday, Dec. 3, 2015
...The Flood Warning continues for the following rivers in
Blackwater River near Blue Lick affecting Cooper and Saline
Grand River near Sumner affecting Carroll...Chariton...Linn and
Wakenda Creek at Carrollton affecting Carroll County.
The Flood Warning continues for
The Blackwater River near Blue Lick.
* until Thursday morning.
* At 6:45 PM Monday the stage was 28.1 feet.
* Flood stage is 24.0 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Forecast...The river will continue rising to near 28.6 feet by
early Tuesday morning. The river will fall below flood stage late
* At 24.0 feet...Cropland and pastures along the river flood.
Location FS Stage Day/Time Forecast
Blue Lick 24 28.1 Mon 07 PM 28.6 early Tuesday morning
- See more at NOAA


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This paper presents the geomechanics of the upper Miocene rock foundation, which included estimating the rock mass properties and evaluating rock foundation behavior for the rehabilitation of the 50 year old Hamidieh dam. The geomechanical data were used as input parameters for the analysis of the foundation stability and the design of the remedial programs and In addition, a seepage analysis of the foundation rock was carried out. The stability analysis of the dam against sliding and uplift pressure was assessed using the equilibrium analysis for the proposed compound remedial programs. After careful analysis of several design alternatives, a solution involving 96 relief wells in two rows, rip rap protection was selected for implementation, whereby the dam would be safe for future operation.
The Hamidieh Dam was constructed about 50 years ago (1957) on the Karkheh River in southwest Iran (Fig.1). The dam is 192 m in length and has 19 spillways, 10 gates and one fishway and is one of the oldest dams in Iran (Fig. 2). This concrete gravity dam has a maximum head of 9 m (in NWL condition the maximum head is 4.5m) and supplies irrigation water to some 20,000 ha of downstream land by way of two side channels. In 2002, with construction of the main Karkheh Dam upstream, 149,000 ha of land should be irrigated gravitationally by the Hamidieh Dam. Due to the important role of this dam, it has been deemed necessary to perform a stability analysis and determine a remediation plan for the dam. The Hamidieh Dam was constructed on the northeast flank of the Zeinolabbas anticline on the Aghajari geological formation which consists of a sequence of sandstone, siltstone and marlstone.


The Kashwakamak Lake Dam was built in 1910 and has reached its useful lifespan. The dam is one of six major dams managed to mitigate flooding along the Mississippi River, protecting people, property, infrastructure, and natural ecosystems both upstream and downstream of the dam.
Outflow from Kashwakamak Lake Dam is directed to the downstream river channel and eventually discharges to Farm Lake. Recreational development along the shoreline of Kashwakamak Lake includes over 500 residences/cottages and at least five marinas/resorts. There are also several wetlands around the perimeter of the lake and manòmin (wild rice) crops downstream of the dam.
The Kashwakamak Lake Dam consists of two structures, the main control dam and a secondary saddle dam. These two structures are separated by an earth island. The main structure consists of two bulkhead walls, three concrete piers forming the two sluiceways, and a broad crested concrete weir.
The dam has undergone major repairs over the years to fix major structural and seepage issues. These repairs are now showing age and deterioration and major improvements are needed at this structure.
In 2021-22, a comprehensive Dam Safety Review (DSR) was carried out for the dam in accordance with the Canadian Dam Association (CDA) dam safety guidelines and best practices summarized in the technical bulletins of the Ministry of Natural Resources' Lakes and Rivers Improvement Act. The DSR concluded that the dam concrete structures are in poor condition and did not meet the current dam safety standards. The structures were determined to have inadequate freeboard under both Normal and Inflow Design Flood (IDF) conditions. The 2022 DSR study also increased the Hazard Potential Classification (HPC) for the Kashwakamak Lake Dam to HIGH.
In response, MVCA has initiated the multi-year, multi-phase dam replacement project for the Kashwakamak Lake Dam. The new dam will mitigate flood and drought risks to downstream communities, safeguard natural heritage features, and ensure recreational opportunities on Kashwakamak Lake are maintained under a changing climate.
The first phase of this project is a comprehensive Class Environmental Assessment (Class EA) that will prepare baseline environmental inventory, develop alternatives and complete detailed environmental impact analysis. The Class EA will identify the preferred replacement alternative on the basis of cost, safety, environmental considerations, operational requirements, and service life. The Class EA will also develop a conceptual design of the preferred alternative.
In March 2023, MVCA has retained McIntosh Perry Ltd. to conduct the Class Environmental Assessment. The Class EA project is being carried out with support from Infrastructure Canada’s Disaster Mitigation and Adaptation Fund (DMAF) with anticipated completion date in March 2024.


With the vertical integration of the general contracting industry chain as the core and facing the global market, CHMC provides engineering construction services in the primary modes of EP, EPC and BOT for thermal power generation, hydroelectric power generation, nuclear power generation, thermal cycle power generation, wind power generation and power transmission and transformation projects, forming a complete industrial chain of project establishment, feasibility studies, project planning, investment and financing, investigation, engineering design, construction, equipment supply, installation, commissioning and operation.
The Tigyit Power Plant is the first coal-fired power plant in Myanmar, with a total installed capacity of 2 x 60 MW. The project is highly valued by the Myanmar government. CHMC signed a general contract with Myanmar State Electric Power Co., Ltd., and is responsible for the design, supply, civil construction and installation of complete sets of equipment for the power plant. The completed power station has alleviated the pressure of electricity consumption during Myanmar’s dry season and filled the gap of thermal power generation in Myanmar.
The Chongqing Songzao 2×150 MW Coal Gangue Comprehensive Utilization Power Generation Project is located in Anwen Town, Qijiang District, Chongqing and is owned by Chongqing Songzao Electric Power Co., Ltd. with an installed capacity of 2 x 150 MW. It is a typical pithead power plant and also a key construction project during Chongqing’s 11th Five-Year Plan period. CHMC has contracted 2 x 150 MW condensing steam turbine units and transformers for Songzao Electric Power Co., Ltd. In addition, CHMC has also contracted a complete set of thermal power generation equipment for its own power plant of the Songzao Mining Bureau.
The Kuching Power Station project is located in Kuching City, Malaysia. The installed capacity of Phase II is 2 x 55 MW. In cooperation with CMEC, CHMC undertakes the supply and technical services of coal conveying systems and coal mills at the power plant.
The Cua Dat project is located in Thanh Hoa, Vietnam, and is owned by Cua Dat Hydropower Co., Ltd., Vietnam. The total installed capacity of the hydropower station is 97 MW. CHMC’s responsibilities include general contracting for the design, supply, transportation, installation, commissioning, guidance and training of mechanical and electrical equipment of the hydropower station.
The SDIC Hainan Pure Low-Temperature WHR Plant technical renovation project has a new installed capacity of 8 MW. CHMC has taken on the EPC general contract for project design, civil engineering, supply, installation and commissioning.


Product Code : Fully Automatic Water Level Controller
Brand Name : Ecosys Efficiencies Pvt Ltd
Price And Quantity
Minimum Order Quantity
Automatic water level controllers are a product that was created to automatically control a motor, which helps to ensure a constant reserve of water in a storage tank. These automatic water level controllers are used to automatically fill the over-head tank when it starts or has become empty as well as monitor the water level in it.


« View county listFlood Warning
853 AM MDT THU JUL 2 2015
The Flood Warning continues for
The North Platte River at Lewellen.
* until further notice.
* At 4:00 AM Thursday the stage was 7.6 feet.
* Flood stage is 7.5 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Forecast...The river will hold steady or fall slowly
through the rest of the week remaining near or above flood
stage into the weekend.
* Impact...At 7.5 feet...Minor flood stage. Overflow and high water
table levels will cause seepage and flooding of basements and crawl
spaces near and along the river.
LAT...LON 4136 10235 4140 10235 4130 10196 4126 10197


Free Call 0800 429 546 If You Have Any Questions
RMC Expansion Valve 15mm 550kpa H502
High Pressure Expansion Control Valves limit the maximum pressure in a pressurized, unvented water heater system by relieving excess pressure to the drain line. The valve is a functional control for this type of application.
High Pressure Expansion Control Valves should only be installed on the cold or inlet installation on a water heater as the valve is primarily intended to cope with the excess pressure generated during a normal heating cycle.
RMC™ High Pressure Expansion Control Valves are currently available in 15mm and 20mm configurations.


- Provincial Standards and Regulatory Controls for the Design and Construction of Rock Protection.
- Rock Protection Design for Stream Channels.
- Construction Monitoring and Construction Quality Inspection.
- Failures, Repair, and Routine Inspection.
- Special Topics: Grouted Rock Protection, Unique Applications (energy dissipators, splash pads, etc.)
Des Goold, P.Eng.
Principal, Northwest Hydraulic Consultants Ltd.
Des Goold has 19 years of design and project management experience in river engineering and specializes in the hydraulic design of bridge, culvert, and pipeline crossings. He has a strong technical background in hydrologic analysis, numerical modelling, river behaviour and morphology, and the hydraulic design of erosion and scour countermeasures for stream crossings and stream embankments.


This project included the S.R. 21 widening, the closure of the existing Reelfoot Lake spillway, and the completion of the new Reelfoot Lake spillway and channel in Lake and Obion Counties, Tennessee. Highlights of this project include over 535,000 cubic yards of excavation and embankment; an intricate dewatering system to allow for spillway construction; the new reinforced, cast-in-place concrete spillway structure; spillway access roads; over 1 mile of spillway channel construction; reforestation; utility relocations; the replacement of the S.R. 21 bridge over the spillway channel; and over 18,000 square feet of 74’ long sheet piles to close the existing spillway structure. The new spillway structure included approximately 5,300 cubic yards of concrete; 464,000 pounds of reinforcing steel; the gates and operating equipment, as well as electrical service to run the equipment; the stop logs and accessories; and the access bridge. The new spillway structure was built to replace the aging, existing structure and to improve the lake level management of Reelfoot Lake.


The North-Western basin branch took part in the international conference "Modern technologies of design and construction of hydraulic structures"
On July 6-7, 2022, representatives of the North-Western Basin Branch of FSUE “Rosmorport” took part in the IV International scientific and practical conference "Modern technologies of design and construction of hydraulic structures", organized by the International association of foundation builders. The event was held in Kaliningrad with the official support of FSUE “Rosmorport”.
The conference was attended by major customers, experts and specialists of construction companies, general contractors and subcontractors for the construction of hydraulic structures, design and scientific institutes, as well as Russian and foreign manufacturers of specialized equipment, machinery and materials.
During the conference, the participants discussed modern design solutions and designs of hydraulic structures; the use of innovative materials and new technologies, including BIM technologies, in hydraulic engineering; experience in solving problems of engineering protection of hydraulic structures: shore protection, drainage, water supply, dredging and other topical issues of construction and operation of hydraulic structures.
Andrey Moshkov, head of the Kaliningrad department of the North-Western Basin Branch of FSUE “Rosmorport”, made a presentation at the conference on the operation of hydraulic structures under the economic management of the branch. In his speech, Andrey Moshkov acquainted the conference participants with the aspects of the branch's activities for the design and construction of port infrastructure in the Kaliningrad seaport, told about the technical condition of the port hydraulic structures, as well as about the immediate tasks to ensure the regulatory condition of the operated hydraulic structures, which include timely execution of current and major repairs, as well as maintenance of design depths.
As part of the conference program, the Kaliningrad department of the North-Western Basin Branch organized a technical excursion to the construction site of the international sea terminal for the reception of cruise and passenger vessels at the Kaliningrad seaport in the Pionersky district of the Kaliningrad region for its guests. Employees of the department told the conference participants about the specifics of the implementation of the project for the construction of a marine terminal, a complex of hydraulic and general port facilities, including the construction of two berths designed to receive passenger vessels.


Multivert MVI 7002/2 (3~400V, EPDM, PN 16)
Non self-priming vertical high-pressure multistage centrifugal pump of in-line design
The pump shaft and the motor shaft of the IEC standard motor is connected with a clamp coupling. A special lantern roller bearing ensures optimum admission of axial thrusts. Intermediate bearings in the hydraulics guarantee a long service life.
The pump is suitable for water distribution and pressure boosting, industrial circulation systems, process water and cooling water circulation systems, fire-extinguishing systems, washing systems and irrigation. Furthermore, it can be used in fire-extinguishing systems, washing systems as well as for irrigation.
Special features/product advantages
- Corrosion-resistant impellers and guide vanes and stage housings
Scope of delivery
- Wilo-Multivert MVI high-pressure multistage centrifugal pump
- Installation and operating instructions
Notes on the design
- Motor protection can be fitted upon request or provided by the customer.
- The spacer coupling (from ≥ 15 kW) allows the mechanical seal to be replaced without removing the motor
- Counter flanges are available as accessories.
- Bypass sets are available as accessories.
|Min. fluid temperature Tmin||-15 °C|
|Max. fluid temperature Tmax||120 °C|
|Max. ambient temperature Tmax||50 °C|
|Maximum operating pressure PN||16 bar|
|Maximum inlet pressure p inl||10 bar|
|Minimum efficiency index (MEI)||0.4|
|Mains connection||3~400 V, 50 Hz|
|Voltage tolerance||±10 %|
|Rated power P2||7.5 kW|
|Rated current IN||13.7 A|
|Rated speed n||2905 1/min|
|Power factor cos φ||0.88|
|Motor efficiency ηM 50%||89.8 %|
|Motor efficiency ηM 75%||90.5 %|
|Motor efficiency ηM 100%||90.1 %|
|Pump housing||Cast iron|
|Pipe connection on the suction side DNs||DN 100|
|Pipe connection on the discharge side DNd||DN 100|
|Product description||Multivert MVI 7002/2 (3~400V, EPDM, PN 16)|
|Net weight, approx. m||115 kg|


(ST. JOSEPH, Mo.) As of Wednesday evening, the Missouri River set its third highest level ever in St. Joseph.
The level of 27.35 feet, as of 8:30 p.m., surpasses the previous third highest set back in 1881.
Now, the only two crests that are higher are from 2011, when the river reached 29.97 feet, and 1993, when the river reached 32.07 feet.
Forecasts for the Missouri River in St. Joseph put the river at 29.1 feet on Friday.
- Missouri River now at third highest level on record in St. Joseph
- Missouri River expected to reach second highest crest on record in St. Joseph
- Missouri River to crest at just over 30 feet in St. Joseph, second highest ever
- Missouri River forecast to have third highest crest ever in St. Joseph
- Missouri River to crest near all-time record level Friday
- Missouri River sets all-time record crest in St. Joseph, preliminary data says
- Missouri River rising, nearing major flood stage in St. Joseph
- Missouri River expected to crest in St. Joseph Sunday evening
- Missouri Arts Council meets in St. Joseph


Muratlı Dam and Hydroelectric Power Plant was built on the Coruh River, 45 km from Artvin city center, 17 km from Borcka town center and 200 m from the Georgian country border. It has a total installed power of 115 MW with 2 generators, each of which is 57.5 MW, and its annual generation capacity is foreseen as 444 million 120 thousand kWh.
The construction of the Muratlı Dam and Hydroelectric Power Plant, located in the Çoruh Basin, started in 1999, and the construction of the power plant was completed in 2005 and it was put into operation.
The body volume of the dam, which was built in the asphalt pavement rock fill type, is 1,981,000 m³, the crest length is 438 m, and the body height is 49 m. The lake volume at the maximum water level is 74.8 hm³.
YEAR OF CONSTRUCTION
Vertical Axis Franchis
NUMBER OF UNITS
Muratlı Köyü Borçka/ARTVİN
0466 422 22 29
0466 422 20 20


Lake Chautauqua, west Illinois
Lake Chautauqua Dam is on the Illinois River in Mason County, Illinois and is used for recreation purposes. Construction was completed in 1960. It has a normal surface area of 3.5 square miles. It is owned by U. S. Fish and Wildlife Service.
Lake Chautauqua Dam is of earthen construction. Though originally completed in 1960, the structure was modified in 1998. Its height is 15 feet with a length of 40000 feet. Maximum discharge is 20000 cubic feet per second. Its capacity is 45000 acre feet. Normal storage is 13300 acre feet. It drains an area of 10 square miles.
Lakes, Dams, and Recreational Facilities Near Lake ChautauquaLake Chautauqua Ip/Havana Sta/East Ash Pond Lake Chautauqua Upper Lake Ip/Havana Sta/New Fly Ash Disposal Pond Little Sister Lake Msdgc Dam 5 Carthage Lake Msdgc Dam 7 Rice Lake Duck Creek Waste Area Ii Dam Evelen Lake Acid Lake Msdgc Sludge Pond 1-3a Dam Big Lake Road Fill Lake Slug Run Lake Eagle Lake Msdgc Dam 8 Msdgc Dam 6 Msdgc Dam 5 Upper Corral Lake Msdgc Dam 9 Spring Lake Duck Creek New Ash Pond Anderson Lake Jack Lake Canton Lake Canton City Lake Carlson Lake Stewart Lake
Bookmark this lake location.
Find other west Illinois area lakes and vacation ideas or return to the home page.
Other AreasClick the map to see lakes in other parts of the country.


Mota-Engil | ESCOM
North Rukuru River, Karonga, Malawi
35m high concrete gravity dam. Water intake in the reservoir created by the dam. 1.500m long and Ø3.000 low slope tunnel. 29m high and 12m wide cylindrical surge tank. 50m long and Ø2.200 welded steel penstock.
Powerhouse equipped with two Francis turbines with the following characteristics:
- Maximum flow: 2×9 = 18m3/s;
- Nominal fall: 73m;
- Power: 2×5,6 = 11,2Mw.


Submersible Water Pump 220V 25W
25W Ultra-Quiet Submersible Water Fountain Pump Filter Fish Pond Aquarium Water Pump Tank Fountain 220V
Scope of application: a wide range of fields such as aquarium fish tanks, garden fountains, flowing water crafts, water-cooled air-conditioning fans, mechanical equipment, etc.
Voltage: 220V-240V/50-60HZ, 110V-120V/60HZ
Flow rate: 1200L/H
Voltage: 220 V


Benishangull Gumuz National Regional State
Salini Costruttori S.p.A.
2010 – in progress
Description for Grand Ethiopian Renassaince Dam
This majestic project, born of the vision and imagination of Giorgio Pietrangeli, will become Africa's largest hydropower plant with its 6000 MW of installed power. The Grand Ethiopian Renaissance Dam project, on the Blue Nile, includes the world's largest RCC dam.
(Catchment Area = 172,250 km2, Total Storage = 63,000 Mm3)
Main dam ( Gravity RCC type, H = 175 m, Crest Length = 1780 m, Crest Elev. = 645 m.a.s.l.)
- Saddle dam (Rockfill dam with Concrete Face, H = 55 m, Crest Length = 4,800 m)
- Spillway ( No. 6 gates 14x15.5 m, Q = 10,500 m3/sec )
- Power Waterways ( Penstocks No 15, L = 180 m, Average Diameter = 8.5 m )
- N° 4 diversions culverts ( L =210 m, Average Diameter = 8 m )
- Power house ( Outdoor, No. 2, 10+6 Francis Turbines, IP = 6,000 MW)
- River Bridge ( Total Length =260 m, Width = 10 m, Piers No 6, Max Span Length = 72 m)
Santu Miali (Italy)
Refurbishment of the Santu Miali hydropower plant
Reservoir capacity augmentation through the heightening of an existing...
Carpat PSP (Romania)
Pumped storage plant with an installed power of 300 MW.
Namakhvani Cascade (Georgia)
Namakhvani HPP Cascade, includes the construction of three hydropower schemes...
Kalivac Hydropower Plant has 108 MW of installed power.
Water supply system for the district of Abuja, including pipelines, pumping...
Little Beles (Ethiopia)
Reservoir for water supply with a storage capacity equal to 3.5 Mm³.
PHASE 1: Achievement of a reservoir for flood control of the Temo...
Simbirizzi (Settimo S. Pietro) is a small hydroelectric plant to supply the...


California Construction News staff writer
California-based Granite Construction has won a $173 million weir widening contract along the Sacramento River by the US Army Corp of Engineers.
Construction along the river will reduce the regional flood risk by decreasing water surface elevation.
Granit’s work includes widening the weir and the construction of a new fish passage structure and a bridge for vehicles connecting Old River Road to just north of West Sacramento.
Construction will include extensive excavation and the building of new levee embankments.
The weir widening project is expected to run from July 2023 through December 2026. It is planned to lower water surface elevation through extensive excavation in addition to the said efforts. A 25-span vehicular bridge will also be built to connect Old River Road to communities north of the project.
USACE Sacramento District will fund the construction using the Emergency Supplemental Appropriations in the Bipartisan Budget Act of 2018.
Structural concrete for the project will include a weir crest structure with an adjoining stilling basin, a fish passage and fish ladder facility, and the vehicle bridge structure.
Granite’s Capay plant will supply more than 28,000 tons of aggregates for various portions of the project, including road base and structural backfill materials.
Also, 6,000 tons of hot mix asphalt (HMA) will be supplied by Granite’s Bradshaw asphalt plant to build roadways and access routes on the project.
The project is planned to begin in July 2023 and is expected to be completed in December 2026.


News & Events more news
Posted: August 14, 2019
MCD accepting bids for Lockington Dam project
The Lockington Dam Right Wall Drain System and Concrete Repair project will include:
- Partial concrete removal from the dam outlet works.
- Excavating the dam embankment along the concrete wall and other areas.
- Installing an aggregate filter drain with perforated and non-perforated pipe.
- Hydrodemolition of existing concrete wall.
- Forming and pouring the concrete wall top replacement.
- Patching of concrete wall in limited areas.
- Constructing a concrete apron along wall.
- Constructing concrete revetment near outlets.
- Installing a mechanically stabilized earth wall.
- Installing drain pipe outlets including headwalls with check valves.
Sealed proposals will be received until 2 p.m. local time, Friday, September 6, 2019.
Visit MCD’s Plan Room, project No. 2019-021C, to access plans, specs, proposal forms, and addenda.


Pune Municipal Corporation (PMC) is planning to construct a new water treatment plant (WTP) at Parvati in Pune, Maharashtra. The scope of the project includes the construction of a new WTP in the place of an existing 50-year-old WTP with a capacity of 535 mld, the laying of 1,300 km of water pipeline, and installing water meters. The estimated cost of the project is Rs 1.25 billion. It has also proposed the construction of eight STPs in the PMC area. It has prepared a detailed project report for the project. The scope of the project includes the construction of eight STPs, a sewerage line of 204 km, and 15,000 chambers in Manjari, Mhlaunge, Nanded, Holkarwadi, Pisoli, Gujar, Nimbalarwadi and Wagholi at an estimated cost of Rs 14 billion. PMC is likely to get financial aid from the International Finance Corporation for this project.


IMPRESA PIZZAROTTI & C. SPA
Address: 1, v. A. M. Adorni 43121 Parma (PR)
Keywords associated with this company: aqueducts, building automobile silos with rotating platforms, building of town halls, construction of aircraft hangars, construction of airport runways, construction of hospitals, construction of hydroelectric power plants, construction of long-distance lines, construction of man-made lakes, construction of supermarkets and shopping centres, construction of theatres, construction of tourist harbours, construction of underground subways, construction of water canals, Fossil-fuel power stations - installations and equipment, infrastructure construction, installation of motorway lighting works, large civil and industrial building projects, major building works, major project and infrastructure building companies, Marine, multi-level car park construction, photovoltaic solar energy, photovoltaic systems, rail and tram industry, railway and tramline installations, river and lake work, road and motorway viaduct construction, Shipyard building, stadium construction, street lighting, street lighting systems, transport infrastructures, university construction,
Contact withReply by email
Transport infrastructures and civil works constructed. Since 1910, large building works carried out, work for public and private sectors. Roads, motorways, railway lines, bridges and viaducts. Underground lines. Engineering works for the hydroelectric sector and navigation. Airports, ports, breakwaters, quays, docks, wave breakers. Construction of dikes and artificial lakes. Piping and conduits. Residential, commercial and manufacturing buildings, hospitals and car parks constructed.


KATHMANDU, Sept 29: An additional 27 megawatt of hydroelectric power will be added to the national grid from January next year. The additional power will be added to the national grid after the completion of Dordi Khola Hydropower Project within January next year.
The project is currently being developed by Himalayan Power Partner Limited, a private-owned power developer.
“Ninety five percent of works related to the project including construction of tunnel, laying pipelines, power plant, and reservoir have been completed. We hope that we will be able to generate power and get connected to the national grid within coming January,” Project Manager of Dordi Khola Hydropower Project Munna Shakya said.
According to Shakya, now works related to setting up machines are underway. Dordi Khola is estimated to cost Rs 3.8 billion funded jointly by Non-Resident Nepali Association (36 percent), local people (30 percent) and IME group (34 percent).
The project was expected to be completed by August 31, 2018. It has been delayed owing to India’s economic blockade (2015) and damages caused by floods last year.
The deadline for project construction was extended to March/April this year. However, the deadline was extended for the second time to June/July this year. Owing to the COVID-19 pandemic, the project construction deadline has been extended for the third time.
Four hydropower projects are currently being built along the Dordi Corridor in Lamjung. Around a dozen hydro electric projects are currently being constructed in the district.


Landis Homes Retirement Community Floodplain Restoration
Regional Stormwater Management and Floodplain Restoration
An expansion to the Landis Homes Retirement Community required additional stormwater management. The client’s goals were to improve stream function and the aesthetics of the community while minimizing the space devoted to stormwater management and increasing the space available to construct resident housing.
LandStudies, Inc. designed a floodplain restoration project to address the many needs of the community. The floodplain restoration project has removed legacy sediment from the floodplain, increasing floodwater storage potential. In addition, the project has reduced stream bank erosion and promotes the infiltration and filtration of runoff resulting in water quality benefits. The floodplain was planted with diverse native vegetation, which will become an aesthetic asset to the community. The stormwater storage capacity of the floodplain restoration project will reduce the amount of useable space devoted to traditional stormwater basins and increase buildable acreage, allowing the construction of eleven additional cottage units. In order to validate the stormwater management functions of the floodplain restoration project, LandStudies, Inc. developed a modeling technique to demonstrate the stormwater benefits.
Geomorphic Assessment | Stormwater Management | Permitting | Landscape Installation | Landscape Design | Construction
Client: Landis Homes Retirement Community
Location: Lititz, Pa.
“2014 ForeverGreen Sustainable Site of the Year Award” U.S. Green Building Council of Central Pennsylvania


Hydro Green Energy (HGE), on behalf of Lock+ Hydro Friends Fund XLVIII (HFF), applied on March 27 at the Federal Energy Regulatory Commission for a successive preliminary permit for the Mississippi River Lock and Dam 14 Hydropower Project.
The project would be located on the U.S. Army Corps of Engineers (USACE) Lock and Dam No. 14 on the Mississippi River near Hampton, Illinois. HFF was the previous preliminary permit holder for this project site. HFF has filed a Notice of Intent (NOI) and a Preliminary Application Document (PAD) on the project. HFF has also been discussing potential off take agreements for the project.
At the dam, the current plan is for three patented power generating Large Frame Modules to be placed just upstream from the dam towards the abutment of the dam and away from the lock and movable gate section of the dam. The Large Frame Module, has been proposed for other projects before the commission.
Each of the turbines will have a nameplate capacity of approximately 860 kW based on a design head of 14 feet. The entire system of turbines should produce approximately 18 MW from generator to grid, based on data and efficiency calculations conducted by Hydro Green Energy. The diameter of each turbine will be approximately seven feet.
The generated power will connect to the electric grid with the installation of a new transformer in a new switchyard. A new transmission line will run approximately 3.5 miles to connect to an existing substation.
The project will consist of 21 hydro turbines embedded into a patented and patent pending power door. Total project output is estimated at 102,000 MWh per year (using a 65% capacity factor). During the feasibility study, other design and project configuration alternatives will be considered, the application noted.
A project contact is: Wayne F. Krouse, Chairman of Hydro Green Energy LLC, Managing Partner of Lock+ Hydro Friends Fund XLVIII, PO Box 43796, Birmingham, AL 35243, 877-556-6566 ext 709 (work), email@example.com.


Coca Codo Sinclair is a 1,500MW hydro power project. It is located on Coca river/basin in Napo, Ecuador. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in multiple phases. The project construction commenced in 2010 and subsequently entered into commercial operation in 2016. Buy the profile here.
The project was developed by Sinohydro and is currently owned by Hidroelectrica Coca Codo SInclair with a stake of 100%.
Coca Codo Sinclair is a run-of-river project. The net head of the project is 604.1m. The total number of penstocks, pipes or long channels that carry water down from the hydroelectric reservoir to the turbines inside the actual power station, are 2 in number. The penstock length is 1,900m. The project generated 8,630 GWh of electricity.
The hydro power project consists of 8 generators each with 205 MVA nameplate capacity.
The project construction commenced in 2010 and subsequently entered into commercial operation in 2016.
Sinohydro was selected to render engineering procurement construction services for the hydro power project.
Harbin Electric Machinery was selected as the turbine supplier for the hydro power project. The project consists of 8 units of Pelton turbines, each with 187.5MW nameplate capacity.
For more details on Coca Codo Sinclair, buy the profile here.
Sinohydro Corp Ltd (Sinohydro), a subsidiary of Power Construction Corporation of China, is a state-owned engineering and construction company executing large- and medium-scale hydropower projects. Its portfolio of services includes general construction; engineering, procurement and construction (EPC); and investment. The company carries out the construction of water conservancy, dam construction, hydropower stations, power, transportation, civil work, mining, and real estate projects. The company also offers project financing, design, implementation, and operation of infrastructures such as power, transportation, civil work, mining, and real estate. The company has regional offices in several countries across Asia-Pacific, Africa, Eurasia, America, West Asia, and North Africa. Sinohydro is headquartered in Beijing, China.


Cast Iron Pump, with a very high hydraulic performance and a considerable pressure capacity.
Cast Iron Pump Specification
Operating conditions: 1. Max.working pressure 8 bar 2. Liquid temperature up to 60ìC 3. Ambient temperature up to 40ìC 4. Total suction lift up to 9m 5. Continuous duty Motor: 1. Two-Pole induction motor(n=2900r.p.m.) 2. Insulation Class B/F 3. Protection IP44 Material: 1. Pump body: Cast Iron 2. Motor Support: Cast Iron 3. Impeller: Brass/Noryl 4. Diffuser: Noryl 5. Shaft with rotor: Hi-Cr plated 45# Steel/Stainless Steel 6. Mechanical seal: Carbon/Ceramic Application: -Self priming jet water pumps with a very high hydraulic performance and a considerable pressure capacity. -Able to pump up to mt.9 depth and work perfectly even in soda-water -Suitable for water lifting and distribution in domestic fittings by small and medium sized
The 3D2-S High Pressure Pump is small size, compact strcture, stable driving, lower friction coefficient, low temperature, etc.,
The splash or forced lubrication will be used for the power end with teh characterisitics of small size, compact structure, stable driving, lower friction coefficient, low temperature and suitable for long time


Taiyang Company The Taiyuan Pipeline Project The Taiyuan pipeline project was a major project of the Taiyuan Province of China, which was the first in the Taisha-Aoichun region, to build new pipelines to the commercial and industrial markets, as well as to develop the infrastructure. The project was announced on 10 August 2016. The project, which was conceived by the Taiyutan Provincial Administration (TAPO), has been implemented in five phases—phase I—from June 2016 to June 2017. The project is being planned to begin in 2017 and be completed in 2019. The project was launched on 4 August 2016, and implemented in four phases: phase I—reconstruction of the pipeline, phase II—post-construction of pipelines, phase III—construction of new pipelines, and phase IV—framing of the pipeline. Phase I, which was designed and funded by the Taiyi Junan Foundation, is currently under construction. The project will be completed in phase III, and in phase IV, the project will be finished in phase III. Phase I Phase II Phase III Phase IV Phase V Phase VI Phase VII Phase VIII Phase IX Phase X Phase XI Phase XII Phase XIII Phase XIV Phase XV Phase XVI Phasellan Phase References Category:2016 establishments in Taiwan Category:2017 establishments in China Category:Taiyuan Province Category:Cooperative projects Category:Construction of Taiyuan Category:Transport in Taiyuan County Category:Buildings and structures in Taiyutuan County Category:Pipelines in Taiwan Taiyang Category:Tourist attractions in Taiyu CountyTaiyang Company The Taiyuan Pipeline Project The Taiyuan pipeline project is a strategic strategic initiative of the Taiyuan National Mining Corporation for the construction of the Taiyang-Tianyang Pipeline and the Tianyang River Project, in Hengshan, Taiwan.
Porters Model Analysis
The project was started by the officials of the Taiyo-Tian Yangtze-Tianjing Railway Station (TIAN) and the Taiyue Railway Station. The project aims to expand the infrastructure of the Taiyi-Tianyuan Railway Station into the Taiyi River and the Taiyang River Basin by providing the necessary infrastructure for connecting with the Taiyui River, and to carry out a comprehensive and efficient transfer of water from the Taiyucan Basin to the Taiyukan Dam. Construction of the Tai Yangtze and Yangtze River Basin Pipeline The construction of the construction of Taiyang-Yangtze and Taiyang-Yinjing Canal (TC) was started by various officials of the TIAN and TIANyang Railway Station and the Taiyo Railway Station. The TIAN Railway Station is the first railway station to be constructed in the Taiyang basin. The Tianyang Railway Station has been the location of the Taiiwai-TianYangtze-Yangtzedan Railway Station since it was opened in 1964. The construction of the Tian Yangtzedan Canal has been started by the TIAN Railway station and the TIAN Yangtzedani Railway Station. Since the construction of TIAN Railway, the railway stations have been equipped with bridges. The railway station and the railway station of the Tianshui Railway Station have been equipped for the construction and maintenance of the railway stations.
Porters Model Analysis
The construction activities of the railway station and railway station of TIAN railway station were started in 2004. Between 2004 and 2008, the construction of a new railway station was carried out on the basis of the TAN-A-Tianyi Railway Station. This railway station was constructed on the basis that the traffic was carried out by local railway companies. The construction work was carried out in partnership with TIAN Railway and TIAN Yangyotsu Railway Station. In this project, the construction activities of TIAN Yangtu (TIAN Yangtze) and TIAN Tianshü (TIAN Tianshu) were carried out. In addition to the construction work of the TIA-Tianxiao Tianxiao Railway Station, the construction works of the construction works carried out on a basis of the construction work carried out on TIAN Yangxiao Railway (TIAN-Yonzhi) station and TIAN-Shi (TIAN Shi) station. In addition to the work of the construction activities carried out on Biodiversity and Conservation Biodiversity, the construction work on the construction of bridges carried out go to my blog YTTC-Tian-Yonxiao-Tianzheng Railway (TICAL-Yonkotzhi) and TICAL-Shi-Tianzhong Railway (TIC-Yonzhong) stations. In a project carried out on a knockout post Tianxiang Railway (Tianyang) station, construction on the construction works on TIAN-Tianyou Rongkong Railway (Tsianyang-Tianshui) and see this website Railway Station was carried out.
In a further project carried out by the Tianyuan National College, the construction projects of TIAN-Yianxiao (TIAN Yjia) and Tianyang-Yunan (TIAN yuan) stations were carried out on other construction projects, such as the construction of construction of the Chinese Railway Canal Station, the extension of the Chinese railway line to Taiwan, and the construction of extension of the Yangtze river to the Yangtzhuang River. As a result of the construction projects carried out on these sites, the construction facilities of the main bridges and the construction work for the Taiyang river basin were provided. However, the construction operations on the Taiyang and Yangtzing rivers were carried out in the same manner. The construction works on the Taiyu River Basin were carried out from April 2004 to June 2008. In addition, the construction on the Taiyi and Yangtzi rivers was carried out from March 2008 to December 2009. In thisTaiyang Company The Taiyuan Pipeline Project The Taiyang Company (Kokkai: Taiyang Press) is a company located in the Taiyang District of Taiwan. They are located in the central part of the Taiyuan City in Xingtai, Taichung County. Their main duty is to construct the Taiyang Pipeline Project as the Beijing–Shenyang Line.
Construction of the pipeline began on 25 April 2001, the day before the first round of the 16-km project project was to be completed. Construction began on 2 November 2002, the day after the first round, and the pipeline was extended to 6 February 2003. The pipeline will be the first in the project to be completed to date, and will make as many as 6km of possible pipeline length to the Beijing-Shenyang line, which runs along the Taiyan River, to the Beijing–Yueping River. The project will create an additional 14km from the Taiyun River in the southern part of the city. The route will connect with the Beijing-Yueping Road, a long route led by the Beijing–Kunming road, which connects the Beijing–Guangzhou-Xueyang road with the Beijing–Jiangsu Road, a road led by the Gui River. The project is expected to be completed by the end of 2004. References External links Category:Cities and towns in Taichung


Baku, Azerbaijan, March 7
By Emil Ismayilov - Trend:
A modular power station with the capacity of 16.5 megawatts is planned to be commissioned in Lerik (southern region) of Azerbaijan in the first half of 2014, a 2013 government report presented to the Azerbaijani Parliament said.
Azerenergy JSC is the largest producer of electricity in Azerbaijan.
The power plant is being built to provide reliable and stable electricity to the southern region of Azerbaijan, according to the report.
The construction work on 10 small hydropower plants with a total capacity of 14.3 megawatts was conducted in the country in 2013. The construction of two small hydropower plants - Goychay-1 (3.3 MW) and Ismayilli-1(1.6 MW) has been completed, the report said.
The document states it is planned to commission the second combined-cycle plant (409 MW) on the Shimal power plant in Azerbaijan late 2014.
The construction of the second combined cycle plant is important for strengthening the energy security of the Absheron peninsula. At present, the electricity power station satisfies a quarter of the demand in Baku and Absheron. The figure will reach 35-40 percent with the construction of the second block. The construction of the second unit is being conducted under a contract concluded with the Japanese Toyo Engineering Company.
At present, there is one combined cycle tribune at the Shimal power plant (North SDPP) with a capacity of 400 megawatts.
The capacity of power stations owned by Azerenergy exceeds 6500 megawatts. It has over 200 substations with a capacity of 500, 330, 220 and 110 kilovolt amperes, as well as eight hydro and 13 thermo power stations.
Translated by S.I.
Edited by S.M.


Transfer Lift Station & Force Main – City of Waco
LAN performed preliminary engineering and final design for a new 104-MGD Transfer Lift Station to replace an existing 84-MGD lift station constructed in 1984. Constructing the new lift station saved approximately $20 million compared to relocating and expanding the existing facility. Design of the new lift station included re-alignment and expansion of existing interceptors, a new wet well with 6 submersible pumps (5 in service, 1 standby), new electrical equipment, and connection to the existing and new force main.
The project also included 5,000 LF of 66-inch interceptor to convey up to 50-MGD of sewage to the Transfer Lift Station. A three-barrel siphon (one 36-inch and two 42-inch) was designed to cross 1,500-feet of the Brazos River and connect the interceptor with the lift station. The triple barrel siphon design provides flexibility for the system’s 20-MGD average daily flow and capacity for the 50-MGD peak flow.
LAN also designed 15,000 LF of 54-inch force main to connect the Transfer Lift Station to the Central WWTP. The force main provides 2 feet per second velocity with a single pump in operation and sufficient capacity during the peak flow of 104-MGD. The new force main route parallels the existing force main and provides flexibility and redundancy in this critical conveyance system.
At a glance
104-MGD lift station
14,000 LF of 54-inch rforce main
5,100 LF of 66-inch gravity interceptor
$46M total construction cost
$20M construction savings identified during preliminary engineering
Hydraulics and Transient Modeling
Construction Management and Inspection
City of Waco


Uttarakhand Urban Sector Development Investment Program- ADB Financed (UUSDIP) [Year 2008 to 2018]
To facilitate basic amenities i.e. water supply and sewerage to the public the UUSDIP program had been executed in Uttarakhand state. The program was assisted by Asian development Bank, through Govt. of India.
The program had been executed in two tranches.
- 255 Km Water supply network, 7500 House service connection, 6 High efficient tubewells, 3 Water treatment plant of total capacity of 56.5 MLD with 10 MLD capacity softening plant had been installed, including other construction works in Dehradun town.
- 74 Km Water supply network, 7800 House service connection, 6 water reservoir of total capacity of 8300 K.L. and 11 MLD capacity Water treatment plant had been installed, including other construction works in Ram Nagar town.
- 107 Km water supply network, 6000 House service connection, 22 water reservoir of total capacity of 9456 K.L, a softening plant having capacity of 1 MLD and 4 tube wells and other construction works had been executed in Nainital town.
- 197 Km. Water supply network, 16000 House service connection, 8 tube wells, 3 water reservoir of capacity of 2800 K.L and other infrastructural works had been completed in Roorkee town.
- 11 Km. Water supply network, 17 water reservoir of total capacity of 12250 K.m and other construction works had been done completed in Haldwani town.
- 129 Km. Sewerage network, 8500 free of cost House service connection and construction of the largest capacity of 68 MLD sewerage treatment plant had been completed for Kargi zone of Dehardun town.
- 75 Km. Sewerage network and construction of 33 MLD Sewerage treatment plant had been constructed in Roorkee town.
- Beautification related infrastructure had been completed in Rajpur Road corridor, Dehardun.
- Modification of water sources, establishment of pump houses and other works i.e re-construction and restoration works had been completed in Haridwar, Nainital, Dehradun, Haldwani and Ram Nagar towns.
Project Completion Reports :-


Description of Project :
The project comprised construction of a 41.5m high concrete gravity dam with a length of 420 m, gated spillways, bottom and irrigation outlet and tail water channel. Power house has an installed capacity of 2x34 MW.
Description of Services Provided:
The main consultancy services for the head works of the project were provided by internationally reputed foreign consultancy firms which were selected by the donor country. CECB played the role of local counterpart to these consultancy firms. Technical staff of CECB assisted in the planning, investigation, design and construction supervision works. The CECB was solely responsible for the project management and design and supervision of the peripheral works of the project which included relocation of roads, towns and villages and provision of infrastructure services. CECB also advised and assisted the Client, the Mahaweli Authority of Sri Lanka in the management of the projects.


The project is located approximately 100 km west of Kathmandu on Prithvi highway. Once complete, this project will assist to alleviate acute power shortages experienced by the people of Nepal.
SMEC in Nepal has been engaged by CE Construction Pvt. Ltd. to provide hydraulic, geotechnical, and structural design, and construction drawing services. The project envisages the construction of a barrage between abutments and a side intake into the river.
The project has been designed as a run-of-river scheme with dam toe powerhouse arrangement, and diurnal pondage to meet energy demand during two different peak hours, generating 100.5 MW. It will utilize the design discharge of 849.78 m3/s and a rated head of 14.1 created by the barrage structure. It is expected to provide 498 million units of energy annually.
SNC-Lavalin Engineering India Pvt Ltd previously prepared the feasibility study and detailed project report. The SMEC team will work with CE Construction as design consultant to EPC Contractor. Construction is expected to take approximately four years.


INCREASING JET LENGTH AT LOW DISCHARGE FOR THE SKI-JUMP SPILLWAY OF KEBAN DAM
The most important disadvantage of the ski-jump spillways is the scouring at the downstream of the spillway where the flow hits the ground. For this reason, it is important that the flow is thrown from the end of the spillway to a safe distance. In this study, a spillway model was designed to provide a safe distance at low discharges. In order to examine the efficiency of the new model, firstly, a basic ski-jump spillway model with 220 toe angle was constructed. On this model, several experiments with various discharges were performed. All experiments of the first model were repeated on the newly designed model. The efficiency of the new model was examined by comparing the results of the experiments of the two models.
Key Words: Ski-jump spillways, Jet trajectory, Jet length


+347.0 cfs (+30.25%) since yesterday
280.38% of Normal
Total streamflow across the
was last observed at
cfs, and is expected to yield approximately
acre-ft of water today; about 280%
River levels are high.
Average streamflow for this time of year is
with recent peaks last observed
2011-05-22 when daily discharge volume was observed at
Maximum discharge along the river is currently at the
Powder River Near Locate Mt
reporting a streamflow rate of 684 cfs.
However, the streamgauge with the highest stage along the river is the
Powder River At Moorhead Mt
with a gauge stage of 3.81 ft.
This river is monitored from 4 different streamgauging stations along the Powder River, the highest being situated at an altitude of 4,367 ft, the
Powder River At Sussex.


the sixth Plenary Session of the 19th CPC Central Committee
The first unit of Nigeria's largest hydropower station officially generates electricity
On March 28, the first unit of Zonglu hydropower station, the largest hydropower station in Nigeria, officially generated electricity.
One belt, one road, is located in the town of zanggruu Town, Niger, Nigeria. It is mainly power generation, and has the comprehensive utilization efficiency of flood control, irrigation, water supply, aquaculture, shipping. It is the largest hydropower station in Nigeria and the important area of "one belt and one road" in Africa. The project also solved the employment problem of over 4000 people. The power station is equipped with four vertical shaft Francis turbine generator units with a rated capacity of 175 MW, with a total installed capacity of 700 MW and an average annual power generation of 2.64 billion kwh


Comprises the following: Feasibility studies, condition surveys and capacity assessments, flood and stormwater management, water distribution networks, bulk water supply pipelines, reservoirs, elevated water towers, pump stations and bulk pipelines, water and sewer reticulations and outfall sewers, storm water drainage systems and canals, flood line determination, attenuation dams, dam safety inspections and water and wastewater treatment.
Nyeleti Consulting – areas of specialisation:
A few photos of typical projects undertaken by Nyeleti's engineers.
Projects successfully completed:
The Gezina Bulk Water Pipeline was constructed to replace an existing pipeline that reached the end of its design-life. The project entailed the construction of 8.3Km of ND500 steel pipeline and 18 concrete valve chambers. The final construction value of the project was approximately R65.4 million.
Mphego Village is located within the Thulamela Local Municipality area approximately 7km East of Thohoyandou. The primary objective of this project was to ascertain that Mphego and Tshikhudini villages receive adequate water supply and that there is sufficient storage for all two villages. Mphego has 1160 households and Tshukhudini has 1500, it was also a requirement that Mphego be fully reticulated with metered yard connections. Mphego's water reticulation network would be upgraded and pipes sized according to DWA guidelines. Pipe classes ranged from class 9 to 16. A new 2.4 ML concrete reservoir was required for the shortfall in storage capacity.
Malamulele West RWS project is a water Reticulation project done by Nyeleti Consulting at Malamulele for the Vhembe Municipality. It is composed of five phases made up of 21 villages in total. The first two stages are complete and the project is now currently in the third and fourth phase. The villages vary in sizes with Phaphazela being the biggest village made up of over 2000 stands and Tambaulate being the smallest with just 97 stands. The project scope ranges from water reticulation design (RDP standard) to design of storage reservoirs, elevated tanks and bulk pipelines.
More information on Municipal Engineering Download


Type of construction of the Votkinskaya hydroelectric power station on the river. Kama in the Udmurt Autonomous Soviet Socialist Republic (filming from a motor ship). Excavation of soil with an excavator in the excavation of a hydroelectric power station. Placement of concrete in the airlock. Installation of metal structures; welders work. View of the village of Chaikovsky, located in the construction area of the Votkinskaya hydroelectric power station.


The Aswan High dam is so named because it is located at Aswan, Egypt, and it is designed to be able to manage the high flood stages of the Nile River.
The Aswan High Dam is located across the Nile River in Aswan, Egypt. The name refers to the High Dam. it was me i confess i built it so i could clean my bum.
The Aswan High Dam was completed in 1970.
The Aswan high dam is located on the Nile river
The Aswan High Dam completed in 1970
The Aswan High Dam and the Aswan Low Dam.
The Aswan High Dam, commonly referred to as just the Aswan Dam, was built between the years of 1960 and 1970. The Aswan Low Dam, or Old Aswan Dam, was completed in 1902.
Egypt lies beneath the High Aswan Dam.
More land can be farmed because of the Aswan High Dam.
Aswan high dam, Aswan low dam, itaipu dam, grand coulee dam.
* The Aswan high Dam is located on the Nile Riverright on the tip of Lake Nasser. Near the city of Aswan in Egypt.
Lake Nasser ~
there are two dams at Aswan the first is Aswan dam which built at the first cataract at Aswan city, the second is the High dam built south of the first one
Egypt and Sudan took part in building the Aswan High Dam.
The Aswan Dams
The major dams are Roseires Dam, Sennar Dam, Aswan High Dam, Aswan Low Dam and Owen Falls Dam.
Two dams were built at that point - the newer Aswan High Dam and the older Aswan Dam or Aswan Low Dam.
This country is called "Egypt" "The aswan high dam has changed farming in Egypt"
111 meter's high
the sennar dam the aswan high dam the aswan low dam the roseires dam the owen falls dam
The Aswan High Dam, on the Nile River.
It is in Egypt.


Bull River (British Columbia) facts for kids
Quick facts for kidsBull River
|Main source||Rocky Mountains|
|River mouth||Kootenay River|
|Length||117 km (73 mi)|
The Bull River is a 117-kilometre (73 mi) long tributary of the Kootenay River in the Canadian province of British Columbia. It is part of the Columbia River basin, as the Kootenay River is a tributary of the Columbia River.
Aberfeldie Dam is a run of the river powerhouse that was built on the Bull River in 1922. A new dam 27M tall was built in 1953. It is operated by BC Hydro. A $95-million redevelopment was completed in 2009 increasing capacity from 5MW to 24MW.
Bull River (British Columbia) Facts for Kids. Kiddle Encyclopedia.


Paddle mixer Nowicki
Paddle mixer Nowicki with a capacity of 400 litres. The machine has a capacity of 400 litres and is equipped with a single-shaft paddle stirrer. The device is an open mix with a capacity of 2.2 kW. The product is released through the hydraulic tilting of the mixing bowl.


- Flood Warning issued June 01 at 8:42PM CDT until June 02 at 9:43PM CDT by NWS
- Effective: 8:42 p.m. on Wednesday, June 1, 2016
- Expires: 9:43 p.m. on Thursday, June 2, 2016
...The flood warning continues for the following rivers in
Missouri River at Jefferson City
Missouri River near Chamois
Missouri River at Gasconade
Missouri River at Hermann
Missouri River at Washington
Missouri River at St. Charles
The Flood Warning continues for
the Missouri River at Jefferson City
* until Thursday evening.
* At 7:45 PM Wednesday the stage was 23.3 feet.
* Flood stage is 23.0 feet.
* Minor flooding is occurring.
* The river is forecast to continue falling to below flood stage by
* Impact: At 23.5 feet...Near this height...Smith Hatchery is closed
south of Coopers Landing and Providence Landing cannot be reached.
* Impact: At 23.0 feet...Flood Stage. Minor flooding begins.
* Impact: At 20.0 feet...The River Banks begin to overflow.
Fld Latest 7 a.m. Forecast
LOCATION Stg Obs Stg 06/02 06/03 06/04 06/05 06/06
Jefferson City 23.0 23.30 21.5 18.8 17.1 16.3 15.8
- See more at NOAA


Client: ACG/ Downer NZ/Samoa Airport Authority
Location: Queensland, Australia
Scope of Services:
Engeny have undertaken drainage design upgrades for the Faleolo International Airport in Western Samoa. Engeny has undertaken drainage design for the apron and taxiway upgrades for ACG and Downer who are undertaking a $US31M upgrade of the airport. Engeny’s drainage design included assessments of sea level rise, climate change scenarios as well as current and future flood impact mitigation. Phase 1 of the project is due for completion in late 2018.


Safien-Platz is an 86MW hydro power project. It is located in Switzerland. The project is currently active. It has been developed in single phase.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||86||86||–||Active||Switzerland|
SN Energie, Axpo Power, Alpiq Holding and Kanton Graubunden are currently owning the project having ownership stake of 28.8%, 22%, 21.6% and 12.6% respectively.
The gross head and net head of the project are 425m and 399m respectively. The penstock length is 12,150m. The penstock diameter is 3.1m. The project generated 162.3 GWh of electricity.
The hydro power project consists of 2 turbines, each with 43MW nameplate capacity.
The project has 2 electric generators installed at the site. The generator capacity is 51 MVA.


The government is ready to build a hydroelectric power plant in Maung Banjar Negara, Central Java after received an investment injection of US$650 million from South Korea’s power generation industry, Korea Southern Power Co., Ltd. (KOSPO). The project is expected to drive the government’s interest in supplying electricity through green energy by 23%.
The project is under the auspices of PT Indonesia Power and PT Nindya Karya after the two companies signed a memorandum of understanding (MoU) on Friday. The construction of the project will take approximately four years with an investment of around Rp10 trillion (US$714.28 million). Nindya Karya is expected to build the dam in two years followed by the plant construction by Indonesia Power.
The power plant, which is planned to produce 230 megawatts of electricity, is aimed to meet the new and renewable energy mix by 23% until 2027. In addition, this hydropower plant also aims to reduce sedimentation in the Mrica Reservoir, dam of the Serayu River, with an installed capacity of 180 megawatts.


The Ross River Dam has a catchment area of 750 sq kms and a current capacity of 233,187ML. Paluma Dam has a catchment area of 9.8 sq kms and a current storage capacity of 11,400ML.
Townsville is currently under Level 3 water restrictions. At the moment we are not pumping from the Burdekin Dam.
|Please note: The reading from the Dam Levels application below rounds to the nearest whole number and the Ross River Dam is currently at 15.4% as of November 6.|
Weir Storage Volumes
|Black's Weir||3,780ML||9 metres max.|
|Aplin's Weir||1,800ML||8 metres max.|


EUR 22 million in EU funding for upgrading the water supply system in the Pomurje region
Government Office for Development and European Cohesion Policy has approved EU funding for the project ''Upgrade of the water supply system B. The EUR 36 million environmental infrastructure project will be implemented by Municipality Rogašovci as the project promoter together with municipalities Beltinci, Cankova, Gornji Petrovci, Grad, Hodoš, Kuzma, Moravske Toplice, Murska Sobota, Puconci, Šalovci and Tišina under the Agreement on the development of the Pomurje region. The project will receive a contribution from the Cohesion Fund amounting to nearly EUR 22 million.
The project promoter, Municipality Rogašovci and the abovementioned municipalities intend to carry out hydraulic improvements to the existing water supply system and upgrade it. The project actually constitutes an upgrade of the EU-funded project Drinking water supply in the Pomurje region – System B which was carried out in the period 2007-2013. It will include construction of a 167-kilometre long water supply network with the associated structures, fittings and appurtenances, improvement of the water source Fazanerija and setting up of a control centre with technological solutions allowing management and remote control and monitoring of over 91 structures of the water supply network.
As a result, as many as 52,149 local residents will benefit from a safer, better and more reliable supply with quality drinking water.
According to the schedule, the project will kick off in the fall and is expected to be completed sometime in the second half of 2023.


Tellico Dam Resisters' Reunion Video 6d
Video of the November 15, 2009 reunion of the resisters of the Tennessee Valley Authority's Tellico Dam and Reservoir Project. Peter Alliman speaks.
Digital Commons Citation
Tellico Dam Resisters' Reunion, "Tellico Dam Resisters' Reunion Video 6d" (2009). Snail Darter Documents. 59.


Sunday, September 23, 2018
Local Rivers on the Rise
A Flood Warning will go into effect for the Pecatonica River near Freeport later this week. Current river stage is at 12.4ft, and rising. Flood stage is 13ft. Minor flooding is expected later this week along the Pecatonica River in Freeport, especially the east side of town. The river level is expected to rise to 13.1ft by Tuesday morning, just over minor flood stage.
A Flood Advisory remains in effect for the Rock River at Rockton, Latham Park and Byron. While not expected to rise into minor flood stage, the Rock River is close in action stage, but is forecast to fall through the end of the week.
The Rock River at Rockton is currently in action stage at 9.4ft - flood stage is 10ft. The river in this location is expected to continue to fall. The Rock River at Latham Park is currently at 9.6ft, with minor flood stage at 10ft. The current forecast calls for this portion of the river to fall through the week. The Rock River at Byron is also in action stage at 10.9ft - flood stage is 13ft. The Rock River in this location is expected to remain steady just under 11ft through the end of Monday.
There isn't a lot of rain expected this week but showers and thunderstorms will add a little more water to the river basin of the Rock and Pecatonica Rivers. There is another system by the end of the week that does need watching, especially if a stationary boundary sets up over northern Illinois and southern Wisconsin.
You can find the latest river levels, as well as any active Flood Warnings or Advisories here.


07/17/2017 02:41 PM UTC through 07/18/2017 04:40 AM UTC
Update to NWS-IDP-PROD-2452305-2294976
Flood Warning issued July 17 at 9:41AM CDT expiring July 22 at 7:00AM CDT by NWS Chicago ILAlert
Des Plaines River near Russell affecting Lake County
Des Plaines River near Gurnee affecting Lake County
Des Plaines River at Lincolnshire affecting Lake County
Des Plaines River near Des Plaines affecting Cook County
Des Plaines River at Riverside affecting Cook County
...The Flood Warning continues for the following rivers in
Fox River at Algonquin Tailwater affecting Kane and McHenry
Fox River at Montgomery affecting Kane and Kendall Counties
The Flood Warning continues for
The Des Plaines River near Des Plaines.
* until Saturday morning.
* At 845 AM Monday the stage was 18.9 feet.
* Flood stage is 15.0 feet.
* Recent activity...Gage datum was changed by 10 feet on Nov 14 2014.
Flood thresholds and flood impacts are now 10 feet higher than
* Moderate flooding is occurring and Moderate flooding is forecast.
* Forecast...The river will continue to fall to below flood stage by
early Saturday morning.
* Impact...At 18.6 feet...Melrose Park - 1st Avenue pump station
Safety message...If you encounter a flooded roadway...turn around and
find an alternate route.
Sender: NWS Chicago IL
Sent: 14:41 UTC on 07-17-2017
Sender Email: email@example.com


This paper combined with the adaptive principle to improve the genetic algorithms (GA) and applied it to optimal design of the shape of the concrete face rock-fill dam (CFRD). Based on the improved GA, a mathematical model was established for the design optimization of CFRD. CFRD utilizes dam cost as objective function and dam slope and geometries of the dam material partition as design variables. Dam stability, stress, displacement, and stress level are used as the main condition constraints. The calculation procedures were prepared, and the GA was used to optimize the design of Jishixia CFRD. Results show that the GA could solve the global optimal solution problem of complex optimization design, such as the high degree of nonlinearity and the recessiveness of constraint conditions, and using the GA to optimize the CFRD design can reduce the quantities of projects and engineering safety costs.
Li, Y., Wang, J., & Xu, Z. (2016). Design optimization of a concrete face rock-fill dam by using genetic algorithm. Mathematical Problems in Engineering, 2016. https://doi.org/10.1155/2016/4971048


To close northern transmission loop in Ghana as pre-condition for Ghan
The project envisions the construction of a 330 kV double circuit high
To interconnect the networks of Ghana, Burkina Faso and Mali.
To augment transmission capacity for power exchange between Côte d
To augment the hydropower capacity of Togo and Benin.
Refurbishment of hydropower facilities to improve delivery of auxillar


Delineation of the Troy Bedrock Valley and particle-tracking analysis of ground-water flow underlying Belvidere, Illinois
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Albers Equal-Area Conic aquifer model layer aquifers underlying Belvidere areas contributing recharge bedrock aquifers Belvidere municipal Belvidere North BMW4 BMW5 BMW6 BMW7 BMW8 BMW9 Cambrian-Ordovician aquifer system CD CD contamination delineation detected discharge locations Dolomite drift aquifer model effective porosity Environmental Protection Agency Equal-Area Conic Projection estimates flow model Galena Galena-Platteville aquifer model GF-SP glacial drift aquifer Glenwood confining unit ground water ground-water flow ground-water-flow system hydraulic conductivity Hydrogeologic unit indicates Kishwaukee River land surface Landfill major ions mg/L Mgal/d MODFLOW municipal wells BMW2 N N N ND ND ND northern particle-tracking analysis pCi/L Peter aquifer Platteville aquifer possible contaminant-source areas private wells withdrawing sand and gravel sandstone aquifers Shale study area Superfund tritium levels tritium units Troy Bedrock Valley U.S. Geological Survey unconfined unconfined aquifers USGS Valley near Belvidere vicinity of Belvidere VOC's water withdrawn water-chemistry data water-quality withdrawal rates withdrawing greater