- Flood Warning issued May 27 at 2:57AM CDT until May 28 at 4:31PM CDT by NWS
- Effective: 2:57 a.m. on Wednesday, May 27, 2015
- Expires: 4:31 p.m. on Thursday, May 28, 2015
...The Flood Warning continues for the following streams in Kansas...
Cottonwood River near Emporia affecting Lyon County
Neosho River Near Neosho Rapids affecting Coffey and Lyon Counties
The Flood Warning continues for
The Neosho River Near Neosho Rapids.
* until Thursday afternoon.
* At 2:30 AM Wednesday the stage was 24.6 feet.
* Flood stage is 22.0 feet.
* Moderate flooding is occurring and Moderate flooding is forecast.
* Forecast...The river will continue rising to near 24.8 feet by this
morning. The river will fall below flood stage tonight.
* Impact...At 23.0 feet...Water overtops Road 145 on the west side of
the bridge over the Neosho River.
- See more at NOAA


Salini Costruttori S.p.A.
2008 - 2009
Description for Mambilla Hydropower (Nigeria)
Hydroelectric Power Plant including 3 dams, 2 underground power houses and auxilliary works.
- Gembu Dam ( RCC dam, H = 100 m, Crest Length = 515 m, Vol. = 1.2 Mm3 )
- Sumsum Dam ( RCC dam, H = 35 m, Crest Length = 460 m, Vol. = 1.2 Mm3 )
- Nghu Dam ( Rockfill dam, H = 95 m, Crest Length = 680 m, Vol. = 5 Mm3 )
- Donga Crossing Penstock ( No. 2, L = 2.3 Km, D = 3 m )
- Gembu - Sumsum Tunnel ( L = 16 Km, D = 6 m, type unlinking )
- Sumsum - Nghu Canal ( L = 1,5 Km, Width = 10 m )
- Headrace canal ( L = 3.1 Km, Width = 15 m )
- Power Shaft ( N° 16, D = 5.25 – 8.40 m, Total L = 1000 m )
- Underground Power Houses ( No. 2, Dimensions 175 x 27 x h 38 m, No. 16 Turbines Pellton, Power of Each Group = 250 MW, Firm Energy = 6,940 GWh/y, Design Flow = 88 m3/s, Total Head = 1007 m, Total Installed Power = 4'000 MW )
- Tailrace Tunnel ( No. 2, type unlined, L = 6 Km, D = 8 m )
- Tailrace canal ( L = 3 Km, Width = 25 m )
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When electricity consumption is high, the water from the Vieux-Emosson reservoir plunges down two 425 metre high vertical shafts into the underground power station. Here it drives turbines and is subsequently fed into the Emosson reservoir. In reverse, when the demand for electricity is reduced, the water from the Emosson reservoir is pumped back up to the Vieux-Emosson reservoir. Hence, the Nant de Drance power station is able to store the energy from the excess generation. The Nant de Drance power plant has a capacity of 900 MW and has a storage capacity of 20 million kWh, corresponding to the capacity of 400,000 electric car batteries.
|Pumped storage power plant|
|Number of turbines:|
6 Francis pump turbines


Ritsem is a 304MW hydro power project. It is located on Lulealven river/basin in Norrbotten, Sweden. 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 1971 and subsequently entered into commercial operation in 1977. Buy the profile here.
The project is currently owned by Vattenfall with a stake of 100%.
The gross head of the project is 173m. The project generated 481 GWh of electricity.
The hydro power project consists of 1 turbine with 304MW nameplate capacity.
The project construction commenced in 1971 and subsequently entered into commercial operation in 1977.
GE Renewable Energy supplied 1 electric generator for the project. The generator capacity is 320 MVA.
For more details on Ritsem, buy the profile here.


Alerts in Effect
Flood WarningIssued at 10:10 Tuesday 07 April 2020
The Flood Warning continues for
The Santee River near Jamestown.
* At 9 AM Tuesday the stage was 12.4 feet.
* Flood stage is 10.0 feet.
* Minor flooding is occurring.
* Forecast, the river will continue to fall.
* At 12.0 feet, several dirt logging roads are impassable.


Second in a three part series on the Auburn Dam (which we have long supported building) from the Sacramento Union.
Part One is here.
“The complete American River project in the original State Water Plan in the 1920s included both Folsom and Auburn dams. Though engineered as a stand-alone dam, Folsom Dam works best in tandem with a dam at Auburn.
“Without the construction of the Auburn Dam, Folsom has proven to be inadequate in providing flood protection, water supplies and recreation.
Folsom is undergoing modification to improve its capacity to dump floodwater so that the dam is not overtopped and destroyed (many in the region can remember the narrow escape during the floods of 1986).
“Currently, the Folsom Dam offers less than 100-year flood protection. Its redesign to 200-year protection requires raising the dam 3 feet, improving the outlet works, constructing new auxiliary spillways and building dikes. The refit is expected to be completed in 2015 and will cost taxpayers at least $2 billion.
“If the Auburn Dam were constructed, flood control on the American River would increase to 400-year protection. The flood control operations of the Folsom Dam for the North and Middle forks of the American River would move to the Auburn Dam. Some 400,000 acre-feet of flood space would be reserved in Folsom to provide 400-year protection for the South Fork.
Auburn Dam’s additional water would also increase the power generation capacity at the Folsom Dam. The water constraints on electric power generation are minimal, as long as a given amount is put into Folsom Lake each month or so. Additional hydroelectric generation from both Folsom and Auburn dams would contribute to the higher percentage of green energy recently mandated in California…
The Auburn Dam’s controlled-water flows and temperature would benefit the salmons’ fall run and the human beings who recreate in the American River Parkway. Managing up to 2.7 million acre-feet of runoff annually, the Auburn Dam would provide adequate flow of high-quality water for the salmon and protect the physical integrity of the American River Parkway for wildlife and diverse natural vegetation.”


« View county listFlood Warning
926 AM CDT FRI SEP 30 2016
...Flood Warning now expected to end late Wednesday night...The Flood
Warning continues for
The Minnesota River at Savage.
* until late Wednesday night.
* At 9:00 AM Friday the stage was 702.3 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Flood stage is 702.0 feet.
* Forecast...The river will continue rising to near 703.3 feet by
Sunday morning. The river will fall below flood stage Wednesday
* Impact...At 702.0 feet...Barge loading stops at Port Cargill, and
other flood prevention measures are begun. Water begins to impact
Black Dog Road in Burnsville.
* Impact...At 700.0 feet...Flood waters begin to cover trails at Fort
Snelling State Park as well as low parts on the Bloomington Ferry
Bridge trail just east of US 169.
LAT...LON 4484 9348 4484 9330 4491 9322 4482 9312 4473 9342


In June 2021, Sunwater temporarily reduced Callide Dam’s full supply and operational levels to allow for work to be completed as part of the Callide Dam Gates Project.
The top of the concrete spillway crest became the maximum height of the dam (100 per cent) and the temporary full supply level, and the operational level was set at 69 per cent.
As investigations and some of the work to resolve the gate vibration issue are now complete, the dam’s operating level has been increased to 94.1 per cent of the temporary full supply level.
This change took effect on 23 December 2021 and will allow for approximately 14,000 more megalitres to be stored in Callide Dam, should it receive further inflows this wet season.
In the instance of inflows and the storage reaching higher than 94.1 per cent, slow releases will be required to return the storage to the project operational level as soon as possible.
The FSL was required to temporarily change as, in the event of extreme weather events, 100 per cent capacity must represent when the water level reaches the top of the dam wall and is about to spill.
This recent change has not impacted the Callide Dam Emergency Action Plan and based on ‘fill and spill’ scenario mapping of historical Callide Dam data, between the months of December 2021 and May 2022, the probability of Callide Dam spilling remains low. We expect the temporary FSL will have little impact.
The table below explains the previous and current temporary full supply level of Callide Dam. The infographic on the Safety and emergency management page further explains this temporary change.
|Full supply level before project commencement||Temporary full supply level as of week commencing 21 June 2021||Temporary project operating level as at 23 December 2021|
|Capacity: 100% (top of|
|Capacity: 100% at top of spillway crest (was 41% with gates in place||Capacity: 94.1%|
|Volume: 136,300 ML||Volume: 55,382 ML||Volume: 52,098 ML|


- Flood Warning issued July 02 at 9:44AM CDT until July 05 at 3:00AM CDT by NWS
- Effective: 9:44 a.m. on Thursday, July 2, 2015
- Expires: 3 a.m. on Sunday, July 5, 2015
...The Flood Warning continues for the following rivers in
Missouri River at Napoleon affecting Jackson...Lafayette and Ray
Missouri River at Waverly affecting Carroll...Lafayette and Saline
Missouri River At Miami affecting Carroll...Chariton and Saline
Missouri River at Boonville affecting Cooper and Howard Counties.
The Flood Warning continues for
The Missouri River at Boonville.
* from late tonight to late Saturday night.
* At 9:30 AM Thursday the stage was 19.9 feet.
* Flood stage is 21.0 feet.
* Minor flooding is forecast.
* Forecast...Rise above flood stage by Friday morning and continue to
rise to near 21.5 feet by early Friday afternoon. The river will
fall below flood stage by Saturday morning.
* At 21.0 feet...Low-lying rural areas along the river flood.
Location FS Stage Day/Time Forecast
Boonville 21 19.9 Thu 09 AM 21.5 early Friday afternoon
- See more at NOAA


- Flood Warning issued May 05 at 9:12PM CDT until May 08 at 7:00AM CDT by NWS
- Effective: 9:12 p.m. on Thursday, May 5, 2016
- Expires: 7 a.m. on Sunday, May 8, 2016
...The Flood Warning continues for the following rivers in Kansas...
Missouri River at St Joseph affecting Doniphan...Andrew and Buchanan
Missouri River at Waverly affecting Carroll...Lafayette and Saline
Missouri River at Sibley affecting Clay...Jackson and Ray Counties.
Missouri River at Napoleon affecting Jackson...Lafayette and Ray
Missouri River At Miami affecting Carroll...Chariton and Saline
The Flood Warning continues for
The Missouri River At Miami.
* until Sunday morning.
* At 8:23 AM Thursday the stage was 20.6 feet.
* Flood stage is 18.0 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Forecast...The river will continue to fall to below flood stage by
* At 18.0 feet...Low-lying rural areas outside of levees begin to
Location FS Stage Day/Time Forecast
Miami 18 20.6 Thu 08 AM 19.9 early Friday morning
- See more at NOAA


9n Ford Tractor Hydraulic Control Valve Service
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Vizcatán Dam Profile
Capacity: 750 MW
Cost: US$ 1.5 billion
Operational Status: Inventoried
Along with Cuquipampa plant (800 MW), Vizcatán is part of the hydropower complex for the use of the waters of the Mantaro River, which aims both to supply the domestic market and export energy.
* the project costs refer to the construction of both projects (Vizcatán and Cuquipampa)


Automatic water level controllers electronics retail and repair shop in basaweshwara nagar 581, 4th cross road, 4th b main, kirloskar colony, basaweshwara nagar, . The offered automatic water level controller is manufactured under the visionary observation of our skilled professionals, using exceptional grade components in line with industry standards fully automatic, provided controller does not need an operator as it perform its operations automatically . This automatic water level controller is designed for controlling the motor which draw water direct from municipal corporation water supply line its specially designed water sensor detects water supply within minute and start motor to fill your tank.
This automatic water level controller is built around a timer ic and an inverter buffer ic the circuit is easy to build & prevents wastage of water. Imagine technologies fully automatic water level controller with up and down tank sensor,white: amazonin: industrial & scientific. Sri digitek ™ automatic water level controller is designed to automatic control of motor, which ensures constant reserve of water in storage tanks our products are used to automatically filling overhead tank fill the overhead tank as and when it gets empty and monitors the water level.
Water level controllers are quite common nowadays this automatic water level controller circuit described here is based on popularly used 555 timer ic. Automatic water level controller switch on the motor when the water level in the overhead tank drops below pre fixed low level (on point, usually 1/2 tank) and switch off the motor when water level rises up to pre fixed high level (off point) motor also switches off when the sump water is at below footvalve level. Automatic water level controller, wholesale various high quality automatic water level controller products from global automatic water level controller suppliers and automatic water level controller factory,importer,exporter at alibabacom.
Hi all, are you looking to control your tank water level automatically here's the post for you, how can water level be controlled automatically there are many ways by using a float sensor to determine the water level, or using probes to detect peak and low level in the tank how to measure water . Hello friendstoday i am back with another project called $1 automatic water level controllerit’s an automatic switching circuit that used to control an ac. Aquabrim simplify life , best water level controller which detects water supply in minutes click to call : 9599595187 automatic systems level indicator & alarm.
Automatic water level controller is a device though which your sump electric motor will switched on automatically and get switched off automatically once tank is full. Learn how to make automatic water level controller using the avr microcontroller it displays the water level on the lcd. Monitoring and controlling the level of water in water tanks is one of the most important work in almost many residential as well as commercial areas in most cases, especially in residential buildings, due to unavailability of any automatic means, it becomes tiresome and inconvenient to frequently .
Sai krupa engineers offering automatic water level controller, water level controller in hyderabad, telangana get best price and read about company and get contact details and address. In this water level indicator project, we have used arduino and ultrasonic sensor to know the water level in tank a relay is used to start the water motor automatically when water level is low. The main advantage of this water level controller circuit is that it automatically controls the water pump without any user interaction the heart pump controller circuit is a ne 555 ic this project consists of three water level sensors, one fixed at the top and other at the bottom.
Automatic water level controller, water level sensor (for mono block pump sets / operated by switch / mcb) - - amazoncom. Automatic water level controller with float switch sensor is the best solution for turning on and off water motor there can be many applications of automatic water level controller such as in industries, schools, colleges, homes. Automatic water level controller circuit is a simple engineering project it can automatically switch on and off the domestic water pump set depending on the tank water level.


Green Mountain Lodge Flood Restoration Trail Project
Many of OSMP’s trails were damaged during the September 2013 floods. OSMP is seeking volunteers to help with this flood-restoration project. This project will involve restoration of the flood damaged areas and construction of new trail tread near Green Mountain Lodge on Flagstaff.
Trail work will be completed Saturday, July 26th from 8:30am-2:30pm.


Rucatayo is a 52.5MW hydro power project. It is located on Pilmaiquen river/basin in Los Lagos, Chile. 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 2010 and subsequently entered into commercial operation in 2012. Buy the profile here.
Statkraft and Others are currently owning the project having ownership stake of 99.39% and 0.61% respectively.
Rucatayo is a run-of-river project. The project generated 309 GWh of electricity.
The project construction commenced in 2010 and subsequently entered into commercial operation in 2012.
Inamar was selected as the turbine supplier for the hydro power project. The company provided 1 unit of kaplan turbine with 52.5MW nameplate capacity.
Energomashexport supplied electric generator(s) for the project.
For more details on Rucatayo, buy the profile here.


Uttaranchal Jal Vidyut Nigam Limited (UJVNL) with its headquarter at Dehradun in the state ofUttaranchal (India) is operating, maintaining & constructing Hydro Power Plants. Dehradun is the capital of the state of Uttaranchal and is approximately 300 km far in northerndirection from New Delhi closed to the Himalayan Mountains and well-connected through road,rail & air. The main concern in this project is the rehabilitation of the following 5 power stationsbelow. Chibro with Ichari Dam Khodri Dhakrani Dhalipur KulhalIn this project was an assessment of the current physical condition of all of the 5 plants, whichincludes a survey of the project area and an inspection of all plant equipment, collection of data,records and statistics referring to the operation of the plants related to the I&C system.Furthermore, develop preliminary feasible options for modernization and upgrading and a stateof the art control concept for all of the 6 power stations.
TONS RIVER VALLEY POWER STATIONSChibro & Khodri Power Stations utilize the water of river Tons. Tons river is an importanttributary of the Yamuna River. This river joins Yamuna at Kalsi in the Northwestern part ofDehradun valley, which is approximately 50 km. away from Dehradun. A diversion dam acrossthe river Tons has been constructed at Ichari with a 6.2 km long headrace tunnel from thediversion dam to Chibro under ground power station. Ichari is approximately 100 km fromDehradun in the hilly terrain. Tons river upstream from Ichari dam Ichari dam on Tons river Tons river downstream
CHIBRO POWER STATIONChibro power station is an underground power station built on the left bank of river Tons nearly25 km downstream of Ichari dam and 75 km from Dehradun and it surrounded by hills. Thepower station is located at 33° 33 23" N & 077° 4750" E. The power station was commissionedin 1975.The power station consists of four generating units each having a capacity of 60 MW. The totalinstalled electrical capacity is 240 MW.The main power station equipments including turbine, generator and power transformer had beensupplied by M/s Bharat Heavy Electrical Ltd. Bhopal.The turbines are Vertical shaft Francis turbines. Each unit has its own penstock with a butterflyvalve. The power station is provided with a unit system of layout, where each generator isdirectly connected to a power transformer.For the outdoor switchyard, 220 kV oil filled cables coming from transformers situated inpowerhouse. The Switchyard is connected through two 220 kV outgoing feeders to Khodri. 220 kV Switchyard Central Control Room Cavern with Control Room
KHODRI POWER STATIONThe tail water collection gallery of Chibro power house supplies water to the power Tunnel ofKhodri Power House by means of a siphon across river Tons.Khodri power station is a 4x30 MW surface power station built on right bank of river Yamunaand is nearly 50 km from Dehradun.The power station is located at 30° 30 30" N & 077° 4758" E closed to the barrage across riverYamuna at Dakpathar. The power station was commissioned in 1984.The headrace tunnel system consider a 7.5 m in diameter concrete lined circular tunnel with 4628m length and three tunnels of smaller diameter in remaining length.The total length of the tunnel system is 5.6 km. The tailrace is a short open channel connecting toriver Yamuna.The power station consists of four generating units each having a capacity of 30 MW. The totalinstalled electrical capacity is 120 MW. The main power station equipments including turbine,generator and power transformer had been supplied by M/s Bharat Heavy Electrical Ltd. Bhopal.The turbines are Vertical shaft Francis turbines. 220 kV Switchyard Turbine Hall Central Control Room
YAMUNA RIVER VALLEYRiver Yamuna originates from the Himalayas and is joined by its major tributary the Tons atKalsi, approximately 50 Km from Dehradun. The Yamuna river collect the water from anelaborate web of water channels all across North India. These tributaries of Yamuna are the mainsource of water in Northern India. A barrage across river Yamuna at Dakpathar 3 Kmdownstream of Kalsi has been constructed. 14 Km power channel takes of at the Dakpatharbarrage having its outfall into the river Asan, immediately upstream of the junction of Asan andYamuna rivers.Dhakrani & Dhalipur are the two power stations along this power channel with a total installedcapacity of 84.75 MW. Another power channel takes of at Asan barrage having its outfall intothe river Yamuna near Paonta Sahib. Kulhal power station with a capacity of 3x10 MW isrunning along this power channel. Yamuna River Valley Downstream Dakpathar Barrage Yamuna River Valley Upstream
DHAKRANI POWER STATIONDhakrani power station is a 3x11.25 MW surface power station located at a distance ofapproximately 40 km from Dehradun. It is built on the power channel emanating from DakpatharBarrage & is approximately 7 Km from Dakpathar Barrage.The power station is located at 30° 27 25" N & 077° 4413" E. The commissioning for 2 unitswas in 1965 and the last unit was commissioned in 1970.Dhakrani is the first of two power stations (Dhalipur is following) running in cascade and usingthe same power channel down stream from Dakpathar.The power station consists of three generating units each having a capacity of 11.25 MW. Thetotal installed electrical capacity is 33.75 MW.The main power station equipments including turbine and generator had been supplied by M/sLitostroj, Yugoslavia. The turbines are Vertical shaft Kaplan turbines. Water Intake Gates Turbine Hall Central Control Room
DHALIPUR POWER STATIONDhalipur is a 3x17 MW surface power station built down stream of Dhakrani power station,which is 7 km from Dhakrani and about 12 km down stream of Dakpathar barrage.The power station is located at 30° 27 22" N & 077° 441" E. This power station utilizes thedischarge of Tons and Yamuna Rivers through a 12 km long channel. The commissioning for thethree units started in 1965, 1966 and finnished in1970.The total installed electrical capacity is 51 MW. The designed head is 30.5 meter with amaximum discharge of 200 cubic meter. The main turbine equipment for the power station wassupplied by M/s Litostroj, Yugoslavia and main electric equipment by M/s Rade Koncar,Yugoslavia through M/s Ingra Zegreb.The transformers were supplied by M/s Heavy Electrical (India) Ltd. Bhopal having 20 MVAcapacity each. The turbines are Vertical shaft Francis turbines. Bypass Channel Turbine Hall Central Control Room
KULHAL POWER STATIONKulhal is a 3x10 MW surface power station built down stream of Dhalipur power station and is 5km from Asan Barrage. The power station is located at 30° 25 42" N & 77° 3749" E.It is situated on left bank of river Yamuna, opposite Paonta Saheb town of Himachal Pradesh andis about 4.5 Km downstream of Asan Barrage and about 50 Km from the nearest Railhead,Dehradun.This surface power station utilizes the discharge of Tons, Yamuna and Asan River through a 4.5Km long power channel. The commissioning of the units was in 1975.The total installed electrical capacity is 30 MW with a head of 18 meters. M/s BHEL, Hardwar,supplied the main turbine & electrical equipments of this power station.The Power Transformers, each of 12.5 MVA capacity were supplied by M/s Transformers andElectricals Ltd., Kerala (India). The turbines are Vertical shaft Kaplan turbines. Bypass Channel Turbine Hall Central Control Room


Sumitomo QX22-005L Hydraulic Pump
The Sumitomo QX22-005L Hydraulic Pump is designed for high-quality fluid performance, including oil, coolant, and hydraulic fluid.
The Sumitomo QX22-005L Hydraulic Pump is used to set the clutch pressure. It can provide high pressure stable control and low pressure quick release even at high torque.
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Sumitomo QX22-005L Hydraulic Pump Datasheet
|Pressure||Take Up Unit Bearings|
|Applicable||Take Up Bearing Only|
|Structure||Spherical Roller Bearing|
|Pump Type||Unit Only|
|Weight||Double Row | Double Collar | Non-expansion | Teflon Labyrinth Seal | Steel Cage | With Set Screw|
|Maximum Flow Rate||Take Up Bearing Only; 1-15/16" Bore; 11/16" Slot Width; 4" Slot to Slot Distance; Spherical Roller Bearing; Unit Only; Concentric Collar Mount; QMTF Take Up Frame; 22210 Insert Part; Ca|
|Cross Code||Take Up Units|


Longyangxia is a 1,280MW hydro power project. It is located on Yellow river/basin in Qinghai, China. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. The project construction commenced in 1978 and subsequently entered into commercial operation in 1987. Buy the profile here.
The project is currently owned by State Power Investment.
Longyangxia is a reservoir based project. The hydro reservoir capacity is 24,700 million cubic meter. The project generated 5,942 GWh of electricity.
The project construction commenced in 1978 and subsequently entered into commercial operation in 1987.
Power purchase agreement
The power generated from the project is sold to State Grid Corporation of China under a power purchase agreement.
DEC Dongfang Electric Machinery was selected as the turbine supplier for the hydro power project. The company provided 4 units of francis turbines, each with 320MW nameplate capacity.
DEC Dongfang Electric Machinery supplied electric generator(s) for the project.
For more details on Longyangxia, buy the profile here.


Tarbela Dam reaches the maximum level of conservation. Tarbela Dam reached its maximum conservation level of 1,550 feet, but Mangla Dam is unlikely to arrive at capacity this year.
This means that the entire river flow of around 125,000 cubic seconds will be permitted to flow downstream as run of the river because Tarbela has reached its maximum live storage capacity of 5.882 million acre-feet (MAF).
It would mean that Sindh’s command region would have sufficient water storage for the forthcoming Rabi season in October but would fill Mangla dam to its maximum conservation level of 1,242 feet. On Wednesday, the water level at Mangla dam was 1,198 feet or 44 feet below its capacity. Therefore, it would imply that the Jhelum-Chenab stretch would be water scarcity during the Rabi season.
Mangla dam’s latest live storage capacity was 4.211MAF, more than 2MAF below its peak. On Wednesday, the country’s total live storage capacity, including the Chashma barrage, was 10.137MAF.
Read more with EL news : The new metro bus contractor is ramping up operations
A river flows in the Indus at Tarbela were 124,000 cusecs on Wednesday morning, compared to 90,900 cusecs outflows. The Kabul river flowed at 24,300 cusecs in Nowshera, while the Jhelum river flowed at 18,300 cusecs at Mangla, compared to discharges of 38000 cusecs. Chenab’s inflows at Marala were 44,100 cusecs, and outflows were 8,800 cusecs.
Inflows at Jinnah Barrage were reported to be 137,300 cusecs and at Chashma to be 152,100 cusecs. Taunsa received 158,100 cusecs of inflows against 138,400 cusecs of outflows, while Panjnad received 10,700 cusecs of inflows against 119,200 cusecs at Guddu. Sukkur Barrage reported inflows of 75,500 cusecs to flows of 28,200 cusecs, while Kotri reported 26,900 cusecs to discharges of merely 400 cusecs. Tarbela Dam reaches the maximum level of conservation.
Tarbela dam’s minimum operational level is 1,392 feet, while Mangla dam’s minimum operating level is 1,050 feet.
Keep up with Estate Land Marketing for news and updates.


[B] Jammu & Kashmir
[D] Himachal Pradesh
The Tilaiya Dam is a concrete gravity dam build across the Barakar River at Tilaiya in Koderma district of Jharkhand. It has a maximum height of 30.2 metres above the river bed. The dam has a catchment area of 984 square kilometres comprising mainly forests, pastures, cultivated lands and waste lands. The annual rainfall in the area is 127 cm. It was inaugurated on 21 February 1953. It has a power generation capacity of 2 x 2 MW.


21 June 2006
SA Water’s $48.5m project to secure Eyre Peninsula’s water supply is progressing well.
SA Water Chief Executive Anne Howe says contracts for the construction of pump stations at Iron Knob and Kimba have been let to Mayfield Engineering and Guidera O’Connor.
“Mayfield will commence site preparations later this week and Guidera O’Connor will be on site later this month,” Ms Howe said.
The Iron Knob pump station will be built adjacent the old Eyre Highway on the road to the Golf Club. The Kimba pump station will be built on SA Water land near the tanks in the town of Kimba.
Construction of the pipeline component of the project is also on track with 25km of pipeline already laid.
During the construction phase between now and December 2006, there will be some traffic delays/restrictions along the Eyre Highway, between Iron Knob to Kimba and locals have been advised via letters and the media.
“The pipeline will supply up to 1.4 gigalitres per annum to the region and will be commissioned in 2007.”


The News, Thursday, May 12, 2011
ISLAMABAD: After restricting the flow of waters in the Indus, Jhelum and
Chenab rivers by building hydropower projects on these rivers, India
seems poised to intensify the water war against Pakistan with a plan to
build 12 hydropower projects on the Kabul River in Afghanistan.
Indian experts are extending help to Afghanistan to build 12 dams on the
Kabul River with a total water storage capacity of 4.7 Million Acre Feet
(MAF), 25% more than that of Mangla Dam.
According to documents exclusively available with The News, the
government of Afghanistan is initiating multi-purpose water projects on
the tributaries of the Kabul River with assistance from the
international community. India plans to assist Afghanistan in this
initiative, which will adversely impact Pakistan. The documents also
show that the World Bank will provide funding for the 12 dams that will
cost $7.079 billion.
Meanwhile US authorities have also offered their services to facilitate
a water treaty between Pakistan and Afghanistan to ward off a future
water dispute between the two countries. According to documents, four
hydropower projects will be constructed in Punjshir sub-basin. These
include the $332 million Totumdara project which will generate 200 MW of
electricity and have water storage capacity of 332510 acres feet; the
$1.174b Barak project which will generate 100 MW of electricity and
store 429830 acres feet of water; $ 1.078 billion Panjshir (100 MW)
project with the capacity to store 1054300 acres feet of water; and the
$607 million Baghdara (210 MW) project with the capacity to store 324400
acres feet of water.
In the Logur Upper Kabul sub-basin on the Kabul River four more dams are
to be built which include the $72 million Haijana project (72 MW) with
water storage capacity of 178420 acres feet; $207 million Kajab (15 MW)
project with water storage capacity of 324400 acres feet; the $356
million Tangi Wadag (56 MW) project with capacity to store 283850 acres
feet; and $51m Gat (86 MW) project with water storage capacity of 405500
Four more dams will be built in the Lower Kabul sub-basin, including the
$442 million Sarobi project (210 MW) with the capacity to store 324400
acres feet of water,; the $1.434 billion Laghman project (1251 MW) with
water storage capacity of 233568 acres feet; and the $1.094 billion
Konar (A) (94.8 MW) and Kama projects (11.5 MW).
Pakistan and Afghanistan currently share nine rivers with annual flows
of about 18.3 million acres feet (MAF) of which Kabul River accounts for
16.5 MAF, while River Chitral, which originates from Pakistan,
contributes about 8.5 MAF. After it enters Afghanistan this river is
called River Kunar. It joins the Kabul River near Jalalabad and then
Arshad H Abbasi, a water and energy expert associated with the
Sustainable Development Policy Institute in Islamabad has written a
letter to President Asif Ali Zardari and Prime Minister Yusuf Raza
Gilani drawing their attention towards the Indian plan and urging them
to address the issue with the help of neutral experts.
The letter, a copy of which is available with The News, says: "Ninety
percent of Afghanistan's land area is located in the five river basins
namely: Panj-Amu Darya River Basin, Northern River Basin,
Harirud-Murghab Basin, Helmand River Basin and Kabul River Basin.The
total storage capacity of these dams is around 4.7 Million Acre Feet,
which is 25% more than that of Mangla Dam. It is further estimated that
the planned dams will utilise 0.5 MAF water to irrigate additional
14,000 acres of land.
"Afghanistan has the right to utilise water from the Kabul River as the
total flow of Kabul River is 21,000 Million Cubic Meter. But River
Kunar, which contributes 15,000 Million Cubic Meter to the Kabul River,
originates from Pakistan.
"In the absence of major dams in Pakistan, it is feared that Pakistan
will have to buy electricity from Afghanistan, which is the underlying
purpose of the above mentioned plan of the Afghan Government in
collaboration with India."
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Jarah brings experience in civil and water resources engineering to planning, final design, and post design engineering services. His experience includes hydraulic analysis, pipeline design, lift and pumping stations, force mains, reservoir and tanks, groundwater wells, water quality, drainage, floodplain analysis, and flood control.
As a certified floodplain manager (CFM) and project management professional (PMP), Jarah has experience managing large multi-disciplinary design teams, with alternative project delivery including design build, and as construction manager at risk procurements. He has been involved in some notable projects including the Low Lake Level Pumping Station and Intake #3, supplying drinking water from Lake Mead to the Las Vegas Valley.
Whether an engineering project or fixing the house, cars, or boat, Jarah gains satisfaction from successfully completing a project. Outside of the office, he appreciates the outdoors and enjoys kayaking, hiking, fishing, and hunting.


Issued by NWS La Crosse, WI
FGUS83 KARX 241615
NATIONAL WEATHER SERVICE LA CROSSE WI
1015 AM CST THU DEC 24 2015
...A statement concerning The Wisconsin River at Castle Rock Dam...
Significant precipitation over the past week continues to result
in high flows along the Wisconsin River. Flow releases from
Castle Rock Dam will continue to be higher than normal for the next
several days, but no flooding is expected at this time.
For the Wisconsin River at Castle Rock Dam...The flow Thursday
morning was 12397 cubic feet per second. Flooding begins at 30000
cfs. The river is forecast to reach a flow of 20600 cubic feet per
second Saturday evening, which is below flooding level.
For this, and a wealth of other river and weather information, visit
our website at: www.weather.gov/lacrosse


Evenstad power station is a hydroelectric facility on the River Nidelva in Froland Municipality in Aust-Agder. The river is dammed by the intake for the power station.
Evenstad power station is situated in Froland Municipality in Aust-Agder. The municipality has a population of 5 486, and covers an area of 644 km², approximately 6% of which is water.
The power station makes use of a 17-metre drop in the River Nidelva.
Nidelva is the main river of the Arendal river system.
Wikipedia, Agder Energi’s own data.


Environmental Flows for the Arthur River
An environmental flows assessment for the lower Arthur River, which employed the TEFF, was completed in 2014.
An associated study which examined the biophysical character of the Arthur River was also undertaken to support the environmental flows assessment.
Environmental flow assessment for the lower Arthur River
Biophysical character of rivers in the Arthur River catchment


MEM – San Gaban IV Hydroelectric Power Plant 351.6 MW – Carabaya - Project Profile
"MEM – San Gaban IV Hydroelectric Power Plant 351.6 MW – Carabaya - Project Profile" contains information on the scope of the project including project overview and location. The profile also details project ownership and funding, gives a full project description, as well as information on contracts, tendering and key project contacts.
The "MEM – San Gaban IV Hydroelectric Power Plant 351.6 MW – Carabaya - Project Profile" is part of Timetric's database of 82,000+ construction projects. Our database includes a 10+ year archive of completed projects, full coverage of all global projects with a value greater than $25 million and key contact details for project managers, owners, consultants, contractors and bidders.
Ministerio de Energía y Minas (MEM) is undertaking the San Gaban IV Hydroelectric Power Plant Development project in Carabaya, Peru.
The project involves the construction of two hydroelectric power plants with a combined generation capacity of 351.6MW.
It includes the construction of reservoirs, tunnels, powerhouses, substations, switchyards and other related infrastructure facilities, the installation of generators, turbines and related equipment, and the laying of transmission lines.
The project will be developed over two phases; phase one will be the Corani plant with a generation capacity of 111.8MW and phase two will be Ollachea plant with a generation capacity of 239.8MW.
Swiss Hydro SAC was appointed as the development contractor for the project.
Planning activities are underway.
The project involves the construction of a hydroelectric power plant with a capacity of 351.6MW in Carabaya, Peru.
The US$703 million project includes the following:
1. Construction of Corani hydroelectric plant with a capacity of 111.8MW
2. Construction of Ollachea hydroelectric plant with a capacity of 239.8MW
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The subject of the public contract is construction works consisting of the construction of sewerage in the village of Krakovany in the Central Bohemia Region. This is the construction of a new gravitational sewerage sewerage system in the Božec section of the village of Krakovany. The aim is to improve the drainage of existing buildings and to increase the standard of living of the population. The wastewater will be taken to the existing sewerage system in Krakovany village, terminated by the sewage treatment plant.
This is the construction of new and reconstruction of existing sewer systems, as well as the construction of rainwater drainage with retention tanks for road drainage, surface repairs in the affected parts of the existing road in the municipality Kynšperk nad Ohri. The construction will be built connectors for sanitary and storm sewer systems for existing houses in the street M. Tyrše.
The subject of the public contract is the construction of a sewerage system in the village of Krakovany in the Central Bohemia Region.
Construction work for the pavilion C, Regional Health, Inc., Chomutov Hospital oz - Department of magnetic resonance.


UMM/EX & UMM/EX-VT MULCHER
Mulcher with fixed teeth rotor for excavator shaving a weight between 20 and 30 t.
This Heavy Duty excavator mulcher is the flagship model of the FAE excavator mulcher range. It is designed and built for grinding up to 30 cm/12″ in diameter. High quality of the materials, reliable technology and attention to detail guarantee long lasting performance and reliability.
It is designed to be used with excavators up to 30 tons. The large rotor diameter ensures excellent results.
It can be equipped with single or double transmission or variable torque hydraulic motor (“VT version”) for maximum versatility.
Multiple tooth options available for different environments.
The standard equipment includes:
• 63cc hydraulic piston motor,
• with double relief valve with anticavitation function,
• flow control system valve,
• hydraulic hood,
• double lines of interchangeable counter blades.
For the UMM/EX/VT 110/60cc variable torque hydraulic motor.
Options: custom made attachment plate with pins, 90cc hydraulic piston motor (for UMM/EX) or 160/110cc variable torque hydraulic motor (for UMM/EX/VT), diverter valve, additional reinforced side plates, possibility to have the rotor equipped with tooth type C/3/HD, type K, blade C/3 or type I.


CWUF sand filters from Tema Engineers have the capacity to filter very high flow rates and high levels of suspended solids in raw water. CWUF sand filters are up flow, deep bed, granular media filters featuring continuous backwash. Compact single or multiple filters modules can be installed to a new plant or to expand the capacity of an existing one. It is flexible enough to fit almost any space and can be used free standing or in concrete tanks.
Benefits of the CWUF sand filters include:
- These sand filters offer minimal power requirements and automatic operation lower your running costs
- The sand filters contain only a few moving parts, delivering reliable operation and low maintenance costs
- Continuous backwashing on the sand filters removes need for backwash water storage or pumps, creating further savings on space and running costs
The CWUF sand filters works on the upstream principle. The raw water is distributed via an inlet in the bottom section of the filter. Water flows up through the sand bed, where it is cleaned and flows out at the top of the filter. Pollutants from the sand filters remain in the sand bed. The contaminated sand is transported from the bottom section by an air-lift pump to the sand washer at the top of the filter. The air-lift pump cleans the filter sand with a stirring action which releases the dirt particles. The contaminated sand flows out of the pump outlet, flowing down into the washing chamber where impurities are guided upwards to the washing water outlet. The sand, being heavier than the contaminants, returns to the lower sand bed where it re-enters the upstream cycle.
Experienced engineers can customise all sand filters to cater for individual requirements and match them with their other products for a complete water processing solution.


MILLS, Wyo – The Wyoming Area Office of the Bureau of Reclamation in Mills, Wyo, has prepared the March snowmelt runoff forecasts and operating plans for the North Platte River Basin.
The March forecasts indicate the spring snowmelt runoff will be below average. Total April through July runoff in the North Platte River Basin above Glendo Dam is expected to be 715,000 acre-feet (af), which is 78 percent of the 30-year average.
As of February 28, storage content in the North Platte Reservoirs amounts to 2,125,352 af, which is 134 percent of the 30-year average. The total conservation storage capacity of the North Platte Reservoir System is approximately 2,815,800 af.
Current releases are 530 cubic feet per second (cfs) from Seminoe Reservoir through the Miracle Mile, 500 cfs from Gray Reef Reservoir, and 0 cfs from Guernsey Reservoir. Between March 12 and March 21, flows in the river below Gray Reef Dam will fluctuate from 500 cfs to 4000 cfs to improve trout reproduction in the river. That schedule may be modified depending on river ice conditions. Reclamation will update the inflow forecasts again in April and May.


Guadalajara - Mexico
Coordinacion de Ingenieria de Proyectos S.C (Cipro)
Description for Arcediano (Mexico)
Pumped storage plant project (240 MW) envisaged on the shores of Arcediano lake.
- Underground power house (No. 2 Francis turbines, IP = 240 MW)
- Pumping plant (P = 296 MVA)
- Surge shaft (H = 30 m, D = 10 m)
- Penstock (L = 680 m, D = 2.8 m)
- Penstock shaft (L = 300 m, D = 2.8 m)
- Access tunnel to underground power house (L = 1'415 m)
Bagré (Burkina Faso)
Bagré multipurpose scheme was built in 1993 and is located along Nakambé...
Hydroelectric project on the Victoria Nile River within an installed power of...
Arda Cascade (Bulgaria)
Hydropower cascade including the existing plants of Karjali (IP = 106 MW),...
Gibe V (Ethiopia)
Gibe V is the fifth stage of the Gibe-Omo hydroelectric cascade which...
Gibe II (Ethiopia)
Gibe II is the second stage of the Gibe-Omo hydroelectric cascade which...
Simbirizzi (Settimo S. Pietro) is a small hydroelectric plant to supply the...
Alto Temo (Italy)
Water storage plant for irrigation purposes with a capacity of 90 Mm³
Uribante Doradas (Venezuela)
Hydroelectric project with IP = 300 MW.
Ulu Jelai (Malaysia)


The P667 million Tagoloan Flood Control Project will be completed by July of this year. This was stated by Project Manager Engr. Gil I. Iturralde during the 14th Meeting of Flood Mitigation Committee (FMC) for Tagoloan River Sub-Project held at Tagoloan Municipal Hall last February 15.
The project which is funded by the Official Development Assistance from Japan, through the Japan International Cooperation Agency (JICA) includes the construction of river dikes, partial excavation of river channel, drainage channel improvement in the upstream and downstream sections of Tagoloan River. It is among the priority river basins included in DPWH’s Flood Risk Management Project (FRIMP) under the Unified Project Management Office-Flood Control Management Cluster (UPMO-FCMC). Accordingly, Package 1 is already almost 100% completed while Package 2 is more than 95% done.
Read more details at Manila Bulletin article below.
See more photos below.


30 Aug We have completed land reclamation works at R. Dhuvaafaru.
We have completed land reclamation works at R. Dhuvaafaru. The first shipment of rock boulders required to commence shore protection works have been delivered to the project site on 28th August 2021.
The R. Dhuvaafaru Land Reclamation and Shore Protection project consists of dredging and reclamation operations of 22.2 hectares; 423m rock boulder revetment construction and 315m breakwater construction. The value of the project is MVR 143.1 million.


Former Yugoslav Republic of Macedonia’s Ministry of Finance intends to publish tenders for construction of wastewater treatment plant and rehabilitation and upgrading of the sewerage network in the Municipality of Bitola, and for the supervision of these works in February 2018.
The construction of the wastewater treatment plant will enable the treatment of the industrial and the communal wastewater of Bitola, which are currently discharged untreated into Dragor River a tributary of River Crna Reka, which further flows into the Vardar River.
Indicative budget for supervision contract is EUR 1,3 million while the value for construction and upgrade works wasn’t disclosed in prior information notices.
The project is backed by the European Union’s Instrument for Pre-Accession Assistance (IPA).
“The contract for construction of the wastewater treatment plant will cover design and construction of plant for 112,474 PE with a total daily average flow of approximately 27,090 m3/day and extension (375 m) of the existing main collector,” Ministry of Finance said in the prior information notice.
Works on the sewerage network will include construction of 9 km new sewerage network, reconstruction of 13 km existing sewerage network, design and construction of two pumping stations and pressure pipes of around 5.6 km, and, design and construction of the main sewerage collector with the method of micro-tunneling with a length of 325 m.
“The purpose of the supervision contract is to assist in works contracts management and successful implementation of the investment measures through the supervision of the implementation of the works contracts for construction of plant and rehabilitation of the sewerage network,” Ministry of Finance said in the prior information notice.


- Flood Warning
The Flood Warning continues for
The Savannah River at Burtons Ferry.
* At 4 PM Monday the stage was 18.2 feet.
* Flood stage is 15.0 feet.
* Minor flooding is occurring.
* Forecast, the river will remain near 18.2 feet this evening
then begin a slow fall.
* At 18.2 feet, the picnic area at Stoney Bluff Landing becomes
flooded. Access to the house at the end of Stoney Bluff Landing
Road is limited.


SDW Series, Square Drive Hydraulic Torque Wrench Compact, optimized design to have maximum strength-to-weight ratio. Durable , high-strength, light weight aircraft alloy body construction. 360° reaction arm, Dual rotation direction ( 360°X-axis 180°Y-axis ) hydraulic swivel manifold, connect with screw quick couplings. Designed for high cycle life: 2-3x more than existing technology. Accurate anti-reverse pawl […]
PE15 PE25 Series Oil Gear Electric Pump
Reservoir Capacity: 40 L
Flow At Rated Pressure: 1.5-2.2 L/min
Motor Size: 2.2-3 KW
Max.Operating Pressure: 700 bar
Electric pump motor with light weight aluminum reservoir, and integrated heat sink for easy cooling .
Two-speed design reduces cycle times for improved productivity.
Built-in safety valve to prevent overloading.
Externally adjustable relief valve allows control of operating pressure without opening the pump .
Different flow control valve and cooler fit harsh industrial environment.
Protection circuit is designed to avoid current overload, prevent the damage to pump motor.
High strength molded shroud protects the electrical componentsclass motor from contamination and damage. Easy to carry and lift.
Equipped with liquid level temperature display.
Oil Gear Electric Pump has perfect compatible with middle power and big size (doubleacting & single-acting) cylinders or other hydraulic tools .
Electric Pump Systems matches large hydraulic cylinders and other hydraulic tools of single and double action.
Model: PE25 – T380/50 – 40VM43M – K
S220/50 = Single Phase, 220V: 50HZ
T380/60 = Three Phase, 380V: 60HZ
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Represents P series of electric hydraulic pumps, whose input power is single phase 380V/50HZ; reservoir capacity is 40L,With VM43M by-pass three-four-way manual reversing valve and cooler.
Please check the ordering instructions of P series pumps for details.
SAIVS’s P series pump is new super higher pressure pump pack, it use advanced manufacturing techniques, with longer working life and smooth pressure .It suitable for all kinds of hydraulic tools, provides hydraulic power, as per the working situation.


Proportional Solenoid Cartridge Valves
HYDAC proportional valves are valves with electronic actuation.
The change of the output value, pressure or flow, is at the same ratio as the inlet value. Moreover, the actuation requires control electronics and proportionally designed solenoids. Just as it is true in the hydro-valve sector.
Furthermore, HYDAC offers pressure relief, pressure reducing, and flow control valves.


1. RY high temperature oil pump single stage hot oil transfer centrifugal pump is a kind of centrifugal pump, suitable for heat-conduction oil, or other high temperature oil transfer with temperature is not higher than 370 degree celsius.
2.Pump can be equipped with explosion proof motor, gear box motor, also can be equipped with diesel engine.
3. It is sealed with new dynamic high temperature oil seal, or high temperature mechanical seal without leakage. And casing is made of high quality cast steel alloy.
4. Simple and reasonable structure gets low operating cost, high efficiency, small volume, low noise and excellent performance in thermal system application.
5. The centrifugal pump works as a hot oil (thermal oil) system booster pump for boiler, bitumen, resin, spinning and printing, dyeing, plastic and rubber processing, foodstuff industry, etc.
FSB-L and FSB-D Types are the chemical centrifugal pumps.
CYZ-A self priming centrifugal oil pump has the advantages s
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IH Series chemical industry pump is the single stage single
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SP Series corrosion resistance self priming pump is the hori
IHF Series single stage single suction fluoroplastic alloy
FS Series fiberglass reinforced plastic anticorrosion centri
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KCB,2CY Series gear oil pump KCB Series gear oil pump is s


F8- High Flow Filter
The F8 housing is designed for pressures up to 500 psi / 35 bar and flows up to 300 gpm / 1125 lpm.
The F8 is equipped with large DFE rated Hy-Pro coreless elements. Top loading housing is ideal for high viscosity lube oil. A full flow bypass valve is located on the top housing cover


Pithoragarh: Draft of the first Himalayan hydel project has been completed. The work on this 120 MW project is expected to begin after the end of the election code of conduct. This project will generate 400 MW electricity, it is estimated.
The exercise of preparing hydropower project on Gori Ganga river, which flows near Bugdiyar, some 30 km away from the frontier Tehsil Munsiari, has been going on for the last five years. After completion of all the testing and exemption from the forest land act of the project site, the corporation has prepared the final draft of the scheme. The plan will be completely river run. Project Power House will be built in Rupasiyabagar near Bugdiyar. The water of the Gori Ganga will be brought here through the tunnel. On the same pattern, NHPC has prepared a 280 MW Dhauli Ganga Hydro Power Project in Chirkila. Building of the road to the project site is underway these days. After the code of conduct is removed, the work of the project is expected to start. The estimated cost of the project is about Rs.1200 crore.
Project to be completed by 2026
The 120 MW hydroelectric project, built in Rupasiabagad of the frontier tehsil Munsiari, will be completed by 2026. The project is expected to start in 2020. In addition to managerial staff in the project, 400 people will get permanent employment in the form of engineering staff, lower technical staff, computer operator, lineman, workers etc., whereas, more than 1000 people will get indirect employment opportunities. Local people will be able to employment by developing market around the project site. Market of vegetables, milk, meat etc. is expected to evolve around the project site which would benefit the local farmers. The entire electricity generated from the project will be available to the Uttarakhand government. This will also help increase the revenue of the state.
Draft Project Ready
Umesh Joshi, Assistant Engineer, Small Hydro Power Corporation said that the draft of Rupasiabagad project is ready. Work on the project will start soon. Simultaneously, the work on acceptance of the 230 MW Sela Urthig and 12 MW Tankul project in Dharchula Tehsil is also underway. Upon construction of these projects, a large number of employment opportunities are expected to be created in the district.


The ADT949 Hydraulic Ultra-high Pressure Test Pump is a hand operated pressure pump designed to generate pressure up to 37,500 psi (2500 bar). With patented screw press technology, high pressures can be easily generated, increased and decreased smoothly.
- Generates 85% vacuum to 37,500 psi (2,500 bar) pressure
- Three pressure ports
- Ideal comparison test pump for calibrating ultra-high pressure measuring instruments such as test gauges, indicators or transducers in the laboratory


USA: Army Corps Awards Contract for Muddy River Restoration
Phase 1 of the Muddy River Flood Risk Management and Environmental Restoration project in Boston and Brookline, Mass., will be constructed under the terms of a $30,961,340.00 contract issued by the U.S. Army Corps of Engineers, New England District.
Work will be accomplished by Charter Environmental of Boston, Mass. Construction is scheduled to start on or about Oct. 1, 2012 and be completed in approximately 36 months.
“The project objectives are to reduce flood risk and enhance aquatic/riparian habitat within Muddy River through improvements to restrictive drainage culverts, dredging accumulated sediment, removing nuisance vegetation, improving fisheries/wildlife habitat, bank stabilization and promoting and enhancing the recreational use of emerald necklace parklands,” said Project Manager Mike Keegan, of the Corps’ New England District, Programs and Project Management Division.
The project consists of the installation of two, 24-foot by 10-foot pre-cast concrete arch culverts supported by drilled shafts for 3-foot diameter and approximately 50-foot long caissons under existing roadways to support the culverts; the construction of concrete headwalls and wing walls also supported by caissons; installation of granite veneer and capstones on wing walls and headwalls; major excavation to construct open channel sections of river; and significant landscaping of new and existing channel sections. The project is in response to severe flooding in past years along and adjacent to the Muddy River as well as several tributary areas, particularly Stony Brook.
To accomplish this construction work will require dewatering sections of Muddy River, removal of existing culverts, construction of new and temporary roadways and modification of existing roadways, the installation and modification of traffic signals and controllers, and the construction of a weir structure upstream of the project area.
The project will be managed by the Corps and supervised by a Corps’ Quality Assurance Representative to assure compliance with contract requirements.
Dredging Today Staff, August 15, 2012


Flow Rate at 5 (Meter Head) is 400 LPM
- This range of pumps are recommended for small to medium size domestic swimming pools.
- The Main features are:
- Glass loaded impellor and pump body for corrosion resistance
- Stainless Steel motor shaft
- Aluminium motor casing
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- Both 40/50mm intake


Opportunity to bid for two projects with Scottish Water
Scottish Water has requested firms to prequalify for two design and build projects at the Daldowie and Dalmarnock sewage treatment works.
The projects are designed to reduce the impact of waste from the water works to the River Clyde.
Both projects are expected to cost around £55m each. The first project involves the design and completion of a third chemical dosing plant. The second project is the design and build of a granular activated sludge plant.
The work will be split into two project races to improve flexibility in delivery, however, Scottish Water would prefer to award both jobs to a single company.
Scottish Water are currently deciding which treatment process to adopt, and the process provider will be named as subcontractor to the lead construction partner.
PQQ documentation will be released on the Public Contracts Scotland website. Bids will be invited from around five firms by the end of September.
Register your interest in the projects here
Source: Construction Enquirer
Post date: 08 Jun 2016
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RoB – Varna to Ruse Navigable Canal – Bulgaria - Project Profile
"RoB – Varna to Ruse Navigable Canal – Bulgaria - Project Profile" contains information on the scope of the project including project overview and location. The profile also details project ownership and funding, gives a full project description, as well as information on contracts, tendering and key project contacts.
The "RoB – Varna to Ruse Navigable Canal – Bulgaria - Project Profile" is part of Timetric's database of 82,000+ construction projects. Our database includes a 10+ year archive of completed projects, full coverage of all global projects with a value greater than $25 million and key contact details for project managers, owners, consultants, contractors and bidders.
The Republic of Bulgaria (RoB) is planning to construct a canal in Bulgaria.
The project involves the construction of a navigable canal covering 19,000ha area, a water distribution system, storage facilities, pumping stations and infrastructure.
Under the state and government documents, the RoB considered three possible routes to develop the proposed canal.
The first route includes the construction of a 176km canal from Ruse and passes near Razgrad and Shumen, before finishing in Varna, the second route includes the construction of a 192km canal and multiple gateways accumulating waters of the rivers and the third route includes the construction of a 156 km canal starting from small Preslavets to Varna.
Study activities are underway.
The project involves the construction of a navigable canal covering 19,000ha area between Varna and Ruse in Bulgaria.
The US$1,925 million project includes the following:
1. Construction of a water distribution system
2. Construction of storage facilities
3. Construction of pumping stationsReasons To Buy


SCH Number 2017041005
- Santa Felicia Dam Safety Improvement Project EIR
- The project addresses two primary safety-related components of the Santa Felicia Dam: 1) replacement of the existing outlet works due to the potential for failure under seismic loading conditions and impacts associated with sedimentation near the intake tower; and 2) increasing the conveyance capacity of the existing spillway to sufficiently pass the Inflow Design Flood, which for the Santa Felicia Dam consists of the Probable Maximum Flood of 220000 cubic feet per second. The Replacement of the outlet works would also include installation of a new hydroelectric turbine. The project does not include an increase in the capacity of the reservoir.
3 documents in project
|NOD||United Water Conservation District||Santa Felicia Dam Safety Improvement Project EIR|
|EIR||United Water Conservation District||Santa Felicia Dam Safety Improvement Project EIR|
|NOP||United Water Conservation District||Santa Felicia Dam Safety Improvement Project EIR|
Disclaimer: Summaries of the notices may take several days to appear on CEQAnet. Again, the publishing of information on CEQAnet does not factor into when such notices were received and posted by the SCH. Contact the SCH for copies of an NOE or NOD that has been posted at OPR.


Sino-Burma Dredging Project Completed
On April 26, the basic and channel dredging project of Sino–Burma Crude Oil Pipeline Wharf was fully completed, 4 days earlier than the deadline of the contract period.
Since its commencement, the basin and channel dredging project has been affected by bomb under water in the construction area left by WWII, crossing of channel and the pipeline of DAEWOO Gas Company of South Korea, and large waves. In face of the difficulties, CCC Tianjin Dredging Co., Ltd. and the Company stayed calm and made a scientific and reasonable solution: firstly, they detected, salvage and cleared away the underwater suspected explosive to resolve the influence of underwater explosive in the channel construction area.
Secondly, they actively carried out the channel relocation design change, conducted investigation, design and construction at the same time, seized the key points and made an overall arrangement, and maximally guaranteed the normal dredging construction while accelerating the channel relocation design change.
Thirdly, they adopted advanced Tianlin Cutter Suction Dredger with two positioning systems of steel pile positioning and three-cable positioning to effectively cope with the large waves and complex sea conditions and guarantee the normal channel dredging and rock breaking construction.
As of April 26, 2013, the channel dredging project has taken 588 days. It has completed the original channel dredging of 4,148,400m3, new channel dredging of 14,413,500m3 (the project amount on the construction drawing, excluding the back-silting during the construction period); it has cleared away 1574 underwater suspected explosives and the whole channel reached the designed depth of -22.8m.
The channel dredging task was successfully completed, which showed the sincere cooperation between the Company and CCC Tianjin Dredging Co., Ltd. and their management level.
Press Release, June 6, 2013


EDP invests in a new hydroelectric power plant in Peru
EDP won the concession for the construction and exploitation of a hydroelectric power plant in Peru through Hydro Global. With this it entered a new geography in Latin America.
This project located on the San Gaban river in the south of the country will have a capacity of 206 MW, which will guarantee the supply of around 400,000 houses.
Hydro Global is owned in equal shares by EDP and China Three Gorges (CTG) and aims to develop small and medium-sized hydroelectric projects in emerging markets. CTG owns 23.26% of EDP's capital.
The concession contract for the new hydroelectric power plant in Peru will last for 30 years and the construction will be carried out by CWE, a company that belongs to the CTG universe.


The operating model is intended for studying the design of transmission control linkages, mastering the procedure of linkages maintenance and performing practical work for adjusting tank control linkages.
The operating model design makes it possible to study the construction, principle of its operation and arrangement of control linkages and hydraulic control system of gear-boxes (GB), adjustment of the control linkages.
|Mass of operating model without packing||918 kg|
|Overall dimensions||3.395 x 2.22 x 1.47 m|
|Working temperature of ambient air||- 5 to + 50 °C|
The operating model of control linkages contains frame, imitating the rear and front part of the tank hull and mounting the linkages of:
To reduce the operating model overall dimensions the linkage rods running from the front part of the operating model to the rear one are made of short size with adjustment locations being preserved. The operating model frame holds the following assembly units for simulation:
GB intake filters are mounted in the lower part of the frame under the GB simulators.
The oil radiator and hydraulic control system hoses are not mounted.
The operating model frame is mounted on posts.
To provide for studying the control linkages, adjusting and repairing, if necessary, the operating model is provided with a single SPTA kit.


Waard Nieuwland Pumping Station
During the summer of 2021, the construction of the Waard-Nieuwland pumping station for Hoogheemraadschap Hollands Noorderkwartier (HHNK) was completed. Upon request of Gebr. Beentjes GWW B.V., Bosman Watermanagement has designed and constructed the electromechanical installations.
In the pumping station, two fish-friendly Vision-CV pumps were installed, each with a capacity of 55m3/min at a discharge pressure of 2.5 meters.
Thanks to Vlaar Techniek and VOPO Pompen- en Machinefabriek B.V., we have achieved a wonderful result.


The Limberg 3 power plant is a pumped storage power plant with a total capacity of 480 megawatts. It will be built completely underground between the two existing reservoirs Mooserboden (water level 2,036 m) and Wasserfallboden (water level 1,672 m). The new structural, mechanical and electrical power plant facilities to be built are arranged in a system of caverns and tunnels. The tunnels to be excavated according to the NÖT have a total length of 2,240 m, the headrace tunnel to be excavated with TBM and the inclined pressure shaft have a length of approx. 4 km. The total excavation volume for the powerhouse cavern, transformer cavern and slide chamber is 74,500 m3.
Location: Kaprun, Salzburg; Austria
Client: VERBUND Hydro Power GmbH
Commissioned by: JV PSW Limberg III (Marti – Hinteregger – Porr)
Performance period: since 2021
Construction and heading survey for the construction of the tunnels and caverns as well as supply and installation of the geotechnical instrumentation for the caverns.


A standard drainage channel is a channel with well-defined bed and banks that is used to transport surface and stormwater runoff regularly. To decrease the number of separate drainage sites, a channel is built into the floor. Standard Drainage Channel design that is strong, sanitary, useful, and appealing. The system has gratings that enable drainage into the channel while carrying a variety of loads. This drainage design is strong, sanitary, useful, and appealing. This channel is very effective as well as economical to use.


The DAB Divertron 1200 is a light and compact high head submersible clean water automatic pressure system pump supplied wired and ready to install. The pump includes an electronic automatic restart pump control with dry run protection.Corrosion resistant pump components. Fully automatic operation. Shaft seal with sand protection boot. 240V single phase motor with in-built auto reset thermal overload. Multistage technopolymer submersible pump Electronic Pump with Auto Restart. 9 Taps, 470kpa, 95l/min, 15m power cable, 2 year warranty.
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« View county listFlood Warning
900 PM CDT SAT MAR 28 2015
The Flood Warning continues for
The Pearl River Near Bogalusa.
* until Thursday morning.
* At 8:00 PM Saturday the stage was 19.6 feet.
* Minor flooding is occurring and minor flooding is forecast.
* Flood stage is 18.0 feet.
* Forecast...The river will continue to fall to below flood stage by
early Thursday morning.
* Impact...At 18.5 feet...Woodlands and crop acreage along the river
will be flooded. The Bogue Chitto Wildlife Management area will be
inundated with water in recreational camps and over access roads.
* Impact...At 17.0 feet...Woodlands and crop acreage along the river
will be flooded.
LAT...LON 3100 8969 3100 8979 3067 8990 3067 8976


Model Study of the Spillway and Tunnel for Dorena Dam, Row River, Oregon
ARMY ENGINEER DIV NORTH PACIFIC BONNEVILLE OR BONNEVILLE
Pagination or Media Count:
The model study of the Spillway and Tunnel for Dorena Dam was conducted at the Bonneville Hydraulic Laboratory, Bonneville, Oregon. The general purpose of this study was to determine by means of a 1-to-50 scale model the hydraulic characteristics of the originally-designed spillway, stilling basin, and outlet works of Dorena Dam and to develop satisfactory alternate designs for any of the features found to be hydraulically inadequate.
- Civil Engineering


Pressure Booster Pump
Pressure Booster Pump has the advantages of simple installation, low noise and effective control. Installation is simple and once connected, reliable and consistent water supply is assured. It is fitted with a controller pressure switch that starts the pump’s motor. The booster pump has a float switch at the bottom of the storage tank that can be used to prevent the pump from running.
- The pump motor body is aluminium extruded.
- The pump has a SS shaft
- It is connected directly to the water line to increase pressure as needed.
- The pump has class ‘B’ insulation
- The unit has IP-44 insulation that protects motor.
- It is the right pump for meeting domestic requirements.
- It is suitable for ambient temperature up to 50 °C.
The booster pump is ideal to supply pressurized water for household works.View Complete Specifications
|Flow Rate (Litre Per Minute)||70|
|No of bathrooms||6|
|Line1||Motor Power: 0.75KW (1HP)|
|Line2||Pressure: 3.5 BAR|
|Line3||No.of Bathrooms: 1-3|


Johannesburg - Lesotho and South Africa will start the second phase of the Lesotho Highlands Water Project at the end of March, according to a statement from the landlocked kingdom’s Ministry of Foreign Affairs and International Relations.
Being built at a cost of 15.5 billion rand, the program involves the construction of the Polihali Dam in the Mokhotlong district and the Kobong pumped storage hydro-electricity project, according to the statement.
South Africa’s Trans-Caledon Tunnel Authority is responsible for the storage and water transfer component, while the Lesotho Highlands Development Authority will implement the pump storage section.
The project is expected to be completed toward the end of 2018. - Bloomberg News


Smoky Falls is a 267MW hydro power project. It is located on Mattagami river/basin in Ontario, Canada. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. Post completion of construction, the project got commissioned in 2014. Buy the profile here.
Ontario Power Generation and Moose Cree First Nation are currently owning the project having ownership stake of 75% and 25% respectively.
The gross head of the project is 34.8m. The project cost is $667.5m.
The project got commissioned in 2014.
Power purchase agreement
The power generated from the project is sold to Ontario Power Authority under a power purchase agreement.
Kiewit Alarie Partnership was selected to render engineering procurement construction services for the hydro power project.
GE Renewable Energy was selected as the turbine supplier for the hydro power project. The company provided 3 units of propeller turbines.
GE Renewable Energy supplied 3 electric generators for the project.
For more details on Smoky Falls, buy the profile here.


Dutch construction specialist Boskalis Westminster has been awarded a contract worth OMR199.1m ($517m) by the Special Economic Zone Authority in Duqm (SEZAD) to construct a liquid berth at Duqm port in Oman.
Under the contract, Boskalis Westminster (Oman) will be responsible for detailed engineering designs, construction of marine infrastructure, and dredging and reclamation works.
Additionally, Worley Parsons Engineering has been selected to oversee the engineering and construction works of the project, which is slated to be completed within 32 months from the date of awarding.
The project shall be executed through a unified team of specialists from SEZAD, Worley Parsons Company, and Duqm Refinery Company.
The scope of the contract includes the development and reclamation of 2.4km of the port’s 4.6km of secondary wave breakwater for the construction of the liquid quay.
The project also includes excavation of approximately 26 million cubic metres to deepen the basic and track channel at the port. In order to reclaim and fill the quay site, nearly five million cubic metres of the excavated materials will be used.
The agreement also covers the construction of 1km quay wall, as well as the installation of buoys and navigational aid devices.
Once completed, the project will enable Duqm Port to export liquid refined products and enhance its value in Oman’s economy.


The date of payment from buyers deliver within days
JuLong backhoe dredge is specially designed for the inner city river project with limited space, and the loading capacity of the barge is 60-80 tons. The dredging barge is able to complete the dredging projects and transportation work automatically, which will make the dredging project be finished quickly and successfully. This kind of dredge is extremely productive in dredging, erosion control and erosion prevention. It also provides excavation work in waterway, river and pond shoreline construction and can be used for maintenance and cleaning of rivers, lakes and other water projects.


In India the total water storage in 91 reservoirs under the monitoring of Central Water Commission was 37.718 billion cubic metres as on May 11, 2017, the Ministry of Water Resources today said.
The total capacity of these reservoirs is 157.799 bcm out of which 37 reservoirs have Hydropower benefit with installed capacity of 60 MW, Bureaucracy Today has learnt.
The Northern region of India which shares six reservoirs, the live storage presently available is 4.34 bcm out of total capacity of 18.01 bcm. Similarly, the live storage in Eastern region sharing 15 reservoirs is at 6.92 bcm out of total capacity of 18.83 bcm.
Meanwhile the Western region that shares 27 reservoirs, the live storage is at 7.78 bcm out of total capacity of 27.07 bcm.
The live storage in the Central region having 12 reservoirs is at 14.36 bcm out of total capacity of 42.30 bcm. The Southern region with 31 reservoirs is at 4.32 bmc live storage out of total capacity of 51.59 bcm.
The Ministry said that for the corresponding period Punjab, Rajasthan, Jharkhand, Odisha, West Bengal, Gujarat, Maharashtra, Uttar Pradesh, Madhya Pradesh, Chhattisgarh, and Telangana had better storage than last year.
Whereas, Himachal Pradesh, Tripura, Uttarakhand, Andhra Pradesh, Karnataka, Kerala, and Tamil Nadu have lesser storage, it added.


Department of Water Development
Description for Lefkara (Cyprus)
Storage works for Famagusta urban water supply.
- Rockfill dam with central clay core (H = 70 m, L_crest = 250 m, V_embankment = 0.8 Mm³)
- Spillway (Q_design = 460 m³/s)
- Intake and outlet works
- Ancillary works
Jamaica 6 (Jamaica)
Jamaica 6 project includes the feasibility for six small hpps in Jamaica and...
Gibe II (Ethiopia)
Gibe II is the second stage of the Gibe-Omo hydroelectric cascade which...
Lower Diamphwe (Malawi)
This project includes the Lower Diamphwe Multipurpose Dam and associated...
Batoka Gorge (Zambia)
Trans-boundary hydropower plant of 1'600 MW, equally shared among Zambia...
Bagré (Burkina Faso)
Bagré multipurpose scheme was built in 1993 and is located along Nakambé...
Tana Beles (Ethiopia)
The ambitious Tana Beles project was located in the Metekel district of...
Montedoglio dam has suffered some damages at the spillway and dam body due to...
Kabuyanda is a multipurpose dam envisaged for agriculture (paddy rice and...
Santu Miali (Italy)
Refurbishment of the Santu Miali hydropower plant


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Numerical Calculation for Effect of Fluid-structure Interaction on Flow Field Pressure in High-Flow Control Valve
Available Online December 2016.
- https://doi.org/10.2991/mme-16.2017.127How to use a DOI?
- Fluid-structure Interaction (FSI), Flow field pressure, Pressure drop, High-flow control valve.
- According to the actual structure and working condition of a high-flow gas pressure control valve in cycle power generation project, 3-D model based on Fluid-structure Interaction (FSI) is set up. A combined calculation for turbulent flow and structure response of high-flow control valve was established, using two-way coupling method to study the effect of FSI of valve on flow field pressure. The results of flow field pressure and pressure drop are analysed, comparing with the calculated results without FSI. The analysis results indicate that, FSI has a significant effect on the flow field pressure and pressure drop of position on valve core. It cannot be ignored when studying a high-flow control valve. The 3-D simulation model and flow field pressure analysis based on FSI can provide an effective method for high-flow control valve research and design optimization.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Fang Cao PY - 2016/12 DA - 2016/12 TI - Numerical Calculation for Effect of Fluid-structure Interaction on Flow Field Pressure in High-Flow Control Valve BT - 3rd Annual International Conference on Mechanics and Mechanical Engineering (MME 2016) PB - Atlantis Press SP - 903 EP - 907 SN - 2352-5401 UR - https://doi.org/10.2991/mme-16.2017.127 DO - https://doi.org/10.2991/mme-16.2017.127 ID - Cao2016/12 ER -


Sewage pump with knife constructed with a cast iron pump housing and stainless steel motor housing.
Supplied in 230V.
The pumps are equipped with a float switch for start/stop operation.
With the cutter function, the model is suitable for pumping sewage.
The STP series is equipped with a thermal fuse that turns off if the pump becomes too hot. The fuse automatically resets.
Sewage pump with knife
Suitable for pumping sewage
Outlet Size in inches
Motor size kW
Maximum Capacity L./min.
Max. lift height m.


Stillwater Pond, New York
Stillwater Pond is on the Stillwater Brook in Putnam County, New York and is used for drinking water purposes. It has been been there since 1939. Its normal surface area is 55 acres. It is owned by Nys Parks and Recreation Taconic.
Stillwater Pond Dam, also known as Stillwater Pond is a gravity dam. Its height is 42 feet with a length of 320 feet. Maximum discharge is 1000 cubic feet per second. Its capacity is 770 acre feet. Normal storage is 660 acre feet. It drains an area of 0.5 square miles.
Lakes, Dams, and Recreational Facilities Near Stillwater PondLake Gleneida West Branch Reservoir Carmel Dam Lake Carmel Lake Gilead Middle Branch Dam Carmel Auxiliary Dike Bog Brook Dam #2 Lake Casse Diverting Reservoir Croton Falls Reservoir Bog Brook Dam #1 Boyds Corner Dam Wonder Lake Croton Falls Dam East Branch Reservoir Sodom Dam Kirk Lake Lake Tibet Teakettle Spout Lake White Pond Titicus Dam Boggs Pond Putnam Lake Roaring Brook Dam Upper(north) Wiccopee Dam Lower(south)wiccopee Dam Titicus Reservoir West Lake Padanaram Reservoir East Lake Pine Lake Lower Kohanza Lake Margerie Lake Upper Kohanza Lake Canopus Lake Pelton Pond Amawalk Reservoir Spruce Lake Lake Windwing
Bookmark this lake location.
Find other southwest Connecticut area lakes and vacation ideas or return to the home page.
Other AreasClick the map to see lakes in other parts of the country.


The Coega Development Corporation (CDC) awarded EPCM Holdings the EPCM contract to design and construct a new HFO storage facility inclusive of associated pipeline and support infrastructure.
The project entails the design, construction and commissioning of two HFO tanks, with a cumulative capacity of 36,000 m3 (18,000 m3 each) with ancillary pipeline infrastructure from the port of Ngqura to the tank farm facility.
The project includes the design and construction of the pipeline from the berth to the tank farm, pigging stations, booster pump station, tanks, bund walls, and all facilities within the bund walls to pump the product out, as well as downstream items such as the pumps, admin building, sub-station building, operating system etc. to enable a fully operational tank farm facility.
More info here: epcmholdings.com
(Source: Tank News Int., August 15-2022)


The 20,000 Mega liter water storage reservoir was constructed by ASCO to provide water storage for peak domestic use and emergency fire protection for the Towns of Milton and Halton Hills (401 corridor).
The project consisted of an in-ground elevated two-cell reinforced concrete reservoir with total capacity of 20,000 Mega liters, a Valve House, and an Access Building complete with a stairway into each of the cells. The reservoir was connected to the main distribution system via a 900mm diameter CPP feeder main, of which ASCO constructed approximately 800 meters of the final stage.
The reservoir layout, structural design, and distribution piping were designed to accommodate a future expansion to an ultimate storage capacity of 40,000 Mega liters.
The start date was delayed which resulted in the need to accelerate the construction of the concrete portion of the reservoir so the mechanical and electrical work could be completed. This was accomplished by changing the formwork system, undertaking larger concrete pours, and extending the working hours. Although there was very limited shrinkage cracking, the additive Zypex® proved quite beneficial in sealing the minor cracks and, coupled with the significantly above average quality concrete work, provided assurance in the structure’s integrity thereby enabling the reservoir to be backfilled prior to conducting the leakage testing, saving additional time.


Road tunnel is in traffic since 1970, and had no drainage system.
Žutnica tunnel has a length of 215 m¹. The existing tunnel lining, which served as the primary tunnel support, hydro insulation has been added and built a new secondary tunnel lining. Concrete used for the secondary tunnel lining was reinforced with plastic bristles. Rehabilitation of the tunnel was built with a completely new drainage system.


Model NO.: 050 Series (displacement:80/100/125/160/200/250/31
Type: Hydraulic Power Units
050 Series: Small displacement series Include: Open center and load sensing style Displacement: 50/63(ml/r)
050 series PSU is a small displacement PSU. The displacement includes: 50.63ml/r. It is typical used in mini engineering vehicles, such as small tractor.
Features: 1. The optimum design of spool and sleeve gains better characteristics. 2. Special casting design for low pressure drop. 3. Basic system open center.
Main Specification Data: Max. System pressure-16Mpa Max. Back pressure-2.1MPa Input torque-1.7~2.5Nm Max. System operating temperature-93° C Recommended oil filtration-ISO19/16


LOW PROFILE DUAL SCISSORS LIFTS
The TITAN X 3000/3500/4000 low profile dual scissor lift range has been developed to cater for all applications and needs.
A wide choice of configurations for load capacity (3000/3500/4000 Kg), runway design (with extensions or flaps) and hydraulic system type (with dual pair of master/slave cylinders without rack, or with two cylinders and mechanical racks) lets the user define the ideal lift for their work needs.
|Maximum capacity (X3000)||3000 kg|
|Maximum capacity (X3500)||3500 kg|
|Maximum capacity (X4000)||4000 kg|
|Raising time||40 s|
|Lowering time||40 s|
|Motor power||3 kW|


Project Grazer Bäche, Austria
The aim of the project “Grazer Bäche” (Graz Creeks) is to provide the best possible flood protection for the city, as well as the ecological upgrading and improvement along Graz’s small streams. Retention reservoirs, which function as temporary storage basins for the water during and after flood events, form a major part of this program’s protection measures.
INSITU Geotechnics is currently working on the soil-mechanical and geotechnical consulting and planning aspects for the retention reservoir “Weinitzen 2 / Höfbach” on the Schöcklbach Creek, as well as the retention reservoir “Bründlbach” to the west of Graz.
Styrian State Government, Division 19B, Graz , Graz


R.P.P Infra Projects Limited is engaged in engineering and construction activities. The Company is engaged in the business of construction and infrastructure development, such as civil construction work for irrigation and water supply projects and power plants, and construction of civil infrastructure for residential and commercial structures for infrastructure projects, roads and bridges. Its power projects include Pykara Hydra Electric Project; Sea Water Intake Pump House, Udupi, and Captive Power plant, Mettur Dam. Its water supply projects include Irukkankudi Reservoir-Virudhunagar; Contour Canal, Udumalpet; Water Supply Project, Tirpur; Bridge Work; Second Vaigai Water Supply Scheme, Madurai; Biomenthanisation Plant; Irrigation Work, trichy, and New Tirpur Area Development Corporation Limited. Its industry building projects include Structure Work, BHEL Trichy and Textile Park-Komarapalayam. Its building projects include Commercial Tax Office, Indoor Stadium and Police Quarters.


18 May 2009 – The Mpanda Nkuwa Hydro-electric dam, located in the northern Tete Province in Mozambique, is set to commence construction in 2010.
The project, valued at $2bn, is expected to produce 1350 MW.
Part of the electricity generated would be used to power Mozambique, while the surplus will be exported to other countries of the Southern African Development Community. The Export-Import Bank of China is financing the construction of the dam.
The total $2.3bn loan package also includes funding for a transmission line from the dam site to the capital of Maputo.
The Mpanda Nkuwa dam will be built 60 kilometres downstream from the major Cahora Bassa Dam, and proponents hope the new dam will help attract energy-intensive industries to Mozambique.


SANITARY SEWER LIFT STATION NO. 2
Client Name: City of Lynden
Construction Cost: $300,000
R&E designed the lift station to accommodate larger pumps in the future with no additional modifications to the wet well. R&E worked closely with design team members to lay out controls and power for the lift station across a bridge at a remote location. This project involved the preliminary design for the replacement of Sanitary Sewer Pump Station No. 2. Project elements included basin analysis, flow calculations, wet well and pump sizing, siting analysis and preliminary plan preparation. Major elements included coordinating the project to be constructed during the Kok Rd. Reconstruction and Kok Rd. Bridge replacement, as well as locating the controls and power on the opposite side of the bridge as the wet well.


The Planning Commission has accorded clearance to the Rs 300-crore Rukura medium irrigation project in Sundergarh district of Orissa, to be implemented under the Accelerated Irrigation Benefit Programme.
About 5,700 ha of farm land is to be irrigated by the project. The land acquisition work is underway and the project is slated to be completed by 2014
According to sources, the tender work for the project and the construction of the model colony are in progress. Simultaneously, the rehabilitation and resettlement work is in advanced stages of completion.


The e-GS series is designed specially to be used in 4” wells and its ideal for use in irrigation systems, pressure boosting, geothermal systems and fountain applications.
Delivery: up to 12 m³/h
Head: up to 310m
e-GS Borehole series
-Designed for long life with casted discharge and floating impeller design


Kremenchuk Hydroelectric Power Plant
Top of power plant
|Official name||Kremenchug HPP|
|Owner(s)||Energy Company of Ukraine|
|Dam and spillways|
|Type of dam||Earth-fill embankment with gravity sections|
|Length||10,500 m (34,400 ft)|
|Total capacity||13,520×106 m3 (10,960,842 acre⋅ft)|
|Active capacity||8,700×106 m3 (7,053,205 acre⋅ft)|
|Surface area||2,250 km2 (869 sq mi)|
|Maximum length||172 km (107 mi)|
|Maximum width||40 km (25 mi)|
|Hydraulic head||14.2 m (47 ft)|
|Turbines||12 x 52 MW propeller|
|Installed capacity||624 MW|
|Annual generation||1.5 TWh|
The Kremenchuk Hydroelectric Power Plant is a run-of-river power plant on the Dnieper River just upstream of Kremenchuk in Svitlovodsk, Ukraine. The primary purpose of the dam is hydroelectric power generation and navigation. It is the third dam in the Dnieper cascade and creates the largest reservoir on the river. The dam has an associated lock and a power station with an installed capacity of 624 megawatts (837,000 hp). Construction on the dam began in May 1954, the reservoir began to fill in October 1959, the last generator was commissioned in 1960 and the dam and power plant were inaugurated in 1961. It is operated by Ukrhydroenerho.
- "Hydroelectric Power Plants in Ukraine". IndustCards. Archived from the original on 8 December 2012. Retrieved 28 February 2014.
- "Kremenchug HPP" (in Russian). UGE. Archived from the original on 7 March 2014. Retrieved 28 February 2014.
- "Kremenchuk Hydroelectric Power Plant Ukraine". Global Energy Observatory. Retrieved 28 February 2014.


China Three Gorges (CTG) has commissioned the 100th generator in its Yangtze River cascade hydropower stations as Unit No4 at Baihetan hydropower station went into operation on 19 November 2021.
Unit No 4 is the sixth power unit out of 16 at the station to be commissioned. The plant is set to be the second largest hydropower project in the world once fully commissioned with a capacity of 16GW.
The first generators went into operation at Baihetan on 28 June and CTG said they had been operating smoothly since. All of the project’s units are expected to be placed in operation by July 2022.
CTG’s journey to having 100 units commissioned began back in 1988 when the 2715MW Gezhouba plant’s 22 units commenced operation. In July 2012, Three Gorges power station – the world’s largest hydropower plant at 22.5GW capacity – was completed, with 34 power units in operation. Xiluodu hydropower station was next in June 2014, with 18 generators and a total installed capacity of 13.86GW, followed in July 2014 by Xiangjiaba hydropower station which has eight units and a total capacity of 6400MW. In June 2021, CTG also announced completion of all 12 units at the 10.2GW Wudongde hydropower station.


The government has announced five major projects to improve the water supply system in the Greater Maputo area. The works will affect the capital and the neighbouring towns of Matola and Boane.
Contracts have already been awarded and the work is to be undertaken over a period of 18 months at a total cost of MT3.6 billion, to be paid for by the European Union, the European Investment Bank, the Dutch government, the French Development Agency and the Mozambican government.
The first project involves the rehabilitation and expansion of the water treatment plant on the Umbeluzi River, which feeds the Greater Maputo area. Other works include the construction of a new 19 km mains water pipe, the expansion of the existing water supply system into new areas and the construction of 13 small water systems based on wells in semi-urban neighbourhoods of Maputo and Matola.
The projects are expected to benefit up to 1.5 million people and are part of a commitment by the government to bring clean water to 70 per cent of Mozambique


Tidal turbine is a device which converts the kinetic energy of water into electric energy. The blade element momentum theory (BEM) is used to design the blade in this paper. Although tidal power resources are abundant, the actual operation of hydraulic turbines is not very good due to the limitations of turbine conversion efficiency and production cost. Therefore, this paper establishes a neural network model for variables and objective functions, and then applies multi-objective optimization algorithm to genetic optimization of the power coefficient, the main index of hydraulic performance of tidal turbines. The optimized results are verified by model test and sea trial. The results show that after optimizing the blade chord length distribution and pitch Angle distribution, the power coefficient of the turbine increases by 2%, and the optimal tip speed ratio range is also expanded, which is more conducive to the actual tidal turbine power generation, and has certain engineering significance.