Considerations For Pump Selection
Provide moderate flow and moderate pressures (20-90 psi, 1.4-6.9 bar.) which makes them well suited to applications that require higher pressure or experience a higher system pressure drop, such as long tubing runs or pumping vertically. A robust design makes turbine pumps very reliable and forgiving to impurities in the fluid stream. Bronze turbine pumps are standard; stainless steel pumps are available.
Have performance characteristics similar to turbine pumps and are suitable for high viscosity fluids, or pumping higher or further from the cooling product and the application. They produce moderate flow at high pressure; up to 100 psi (6.9 bar). Brass positive displacement pumps are standard; stainless steel positive displacement pumps are available.
Offer higher relative flow rates at lower pressures and are suitable for applications that are in close proximity to the chiller or require lower pressure, such as glass condensers. Centrifugal pumps are very quiet and require little maintenance, but they are more sensitive to pressure drops. Chillers with this pump option that are attached to a device with a solenoid valve coolant shut-off require the external bypass accessory.


New, compact hydraulic units incorporating the V Series piston pumps. Improved maintainability and stable performance over the long term.
NDR series rotor pack
Hydraulic units incorporating a rotor pump, characterized by low noise, high reliability, low oil temperature rise and compactness.
Oil cooler (for cooling pump drainage)
NDJ series new DAIPACK
Hydraulic units characterized by low noise, low oil temperature rise and compactness.
ND series Mini-pack
Compact hydraulic units (tank capacities of 20, 30 and 45 liters) that incorporate V Series piston pumps.
ND series New DAIPACK
Compact hydraulic units (tank capacity of 60 liters) that incorporate V Series piston pumps.
NT series SSS MARK-II
General-purpose hydraulic units that can be delivered in a short time with a wide range of variations.
VPU Series Vane Pack
Compact designed hydraulic unit. It also improves the heat exchange efficiency of the radiator and reduces the oil temperature rise (patent pending). The standard product is equipped with a motor that has been certified in the United States. The product comply with three-phase induction motor high efficiency regulation.
OH PACK Hydraulic Unit
Pressure control and flow rate control are simplified with V Series piston pumps. Pressures of up to 21 MPa can be accommodated.


The pump type TAN is a single stage submerged pump (VS4). The compact TAN range are vertically mounted line shaft pumps with intermediate bearings for line shaft support. Many applications can be supported with open or enclosed line shaft configurations combined with various shaft sealing options such as V-ring, gland packing and mechanical or gas seals. standard oil lubricated bearings, executed with constant oil leveler. The TAN has a closed impeller and can be supplied with a wide variety of competitive hydraulics. Also see our pump types TAF (VS4), - TAE (VS4), for more hydraulic options.


The water level of the Yamuna river, which had crossed the danger mark, has begun to recede. The level of the water on Thursday reached 204.31 metres. The river however, continues to flow above the warning mark of 204 metres.
On July 28, Yamuna water level had crossed the danger mark of 204.83 metres. It reached 204.82 metres on Wednesday afternoon and has started receding since then, said an official from the Flood Control Department.
"The water level is showing a falling trend and is expected to reach 204.18 metres by Thursday evening," he said.
Following the rising water level in the river, more than 10,000 people residing near the river bed were evacuated to makeshift tents in higher areas. The people will continue living in the tents for few more days, until the water level in river Yamuna descends below the danger mark.
The water level of the river has been rising due to the discharge of more than three lakh cusec of water from Hathnikund barrage last Saturday.
As many as 15 people who were stranded in flood waters were rescued from the area on Tuesday.
So far, a total of 13,915 people have been moved to safer places due to the rising water levels. They have been accommodated in 1,461 tents and temporary shelters, where they are being provided food and medical help.


Siliqua - Italy
Cixerri Land Reclamation Authority
1972 - 1983
Description for Casteddu (Italy)
Three-dam projects for irrigation purposes.
- Medau Zirimilis Bituminous Faced Rockfill main dam (BFRd, H = 60 m, L_crest = 500 m, V = 1.4 Mm³)
- Carru Segau Bituminous Faced Rockfill secondary dam (BFRd, H = 16 m, L_crest = 1'220 m, V = 0.4 Mm³)
- Rio Sa Schina de Sa Stoia concrete weir (H = 11 m, L_crest = 55 m)
- Rio Mannu concrete weir (H = 6.2 m, L_crest = 19 m)
- Intake tunnel (L = 1'381 m, D = 2.7 m, Q = 24 m³/s)
- Spillway (Q = 681 m³/s)
- Auxiliary spillway (Q = 157 m³/s)
- Bottom outlet
Santu Miali (Italy)
Refurbishment of the Santu Miali hydropower plant
Jamaica 6 (Jamaica)
Jamaica 6 project includes the feasibility for six small hpps in Jamaica and...
Kalivac Hydropower Plant has 108 MW of installed power.
Alto Temo (Italy)
Water storage plant for irrigation purposes with a capacity of 90 Mm³
La Gogue (Seychelles)
The scope of the assignment is the rehabilitation and upgrade of the existing...
Little Beles (Ethiopia)
Reservoir for water supply with a storage capacity equal to 3.5 Mm³.
Batoka Gorge (Zambia)
Trans-boundary hydropower plant of 1'600 MW, equally shared among Zambia...
Namakhvani Cascade (Georgia)
Namakhvani HPP Cascade, includes the construction of three hydropower schemes...
NAO (Sierra Leone)
Restore of the MV and LV distribution system in the two towns of Makeni and...


Our high-pressure and low-pressure hydraulic fittings category includes brass hydraulic adapters and steel adapters. Our steel adapters are zinc-plated with working pressures up to 6000 PSI. Our brass adapters can be used at low or medium pressure and can be used to join copper, brass or iron pipe fittings. Or choose our reducer bushings, suitable for use with a variety of liquids.
Showing 1–16 of 20 results


Blind Pony Dam, northwest Missouri
Blind Pony Dam is on Pony Creek in Saline County, Missouri and is used for recreation purposes. Construction was completed in 1968. At normal levels it has a surface area of 95 acres. It is owned by Mo Dept Of Conservation.
Blind Pony Dam is of earthen construction. The core is assumed to be earth. The foundation is assumed to be rock. Its height is 35 feet with a length of 2300 feet. Maximum discharge is 4067 cubic feet per second. Its capacity is 2000 acre feet. Normal storage is 1812 acre feet. It drains an area of 3232 square miles.
Lakes, Dams, and Recreational Facilities Near Blind Pony DamCity Of Sweet Springs Dam B Peterson Lake Stoll Lake Stockman Lake Wicker Lake Winters Lake Wagner Lake Vogel Lake Miles Lake Mfa Research Farm Lake Robertson Lake Town And Country Lake Rasse Lake Schuette Lake Lovercamp Lake Erdman Lake Bryan Lake Opfer Lake Werths Lake Nienhueser North Lake Nienhueser South Lake Heimsoth Lake Marshall State School Lake Wallys Lake Edwin A. Pape Lake Jones Lake Marsh Lake Schmidt Lake Tabo Creek Watershed Dam E-30 Tabo Creek Watershed Site E-41 Dam Higginsville North Reservoir Higginsville South Reservoir Tabo Creek Watershed Site E-30 Dam Tabo Creek Watershed Site E-33 Dam Tabo Creek Watershed Site E-35 Dam Tabo Creek Watershed Site E-38 Dam Pfost Lake Tabo Creek Watershed Dam E-27 Smith Lake Lady S Lake
Bookmark this lake location.
Find other northwest Missouri area lakes and vacation ideas or return to the home page.
Other AreasClick the map to see lakes in other parts of the country.


Hydropower - Kualu
Project Kualu is a hydropower (PLTA) project, which has a power potential of 15 MW. It is located at North Sumatera near the Toba Lake. The name of the river is Kualu; the river runs long and is connected to the channels of the Toba Lake. Currently, the project is undergoing a Feasibility Study, which assess Topography study, geology study, and Basic Design of the hydropower plant.


Kuester Lake, northwest Missouri
Kuester Lake is on a tributary of Little Sniabar Creek in Lafayette County, Missouri and is used for recreation purposes. Construction was completed in 1977. Its normal surface area is 3 acres. It is owned by Theodore Kuester.
Kuester Lake Dam is of earthen construction. Its height is 30 feet Its capacity is 48 acre feet. Normal storage is 28 acre feet. It drains an area of 36 square miles.
Lakes, Dams, and Recreational Facilities Near Kuester LakeBullard Lake Huenefeld Lake Little Sni-a-bar Creek Dam No 30 Fahrmeier Lake Little Sni-a-bar Watershed Site #3 Dam Little Sni-a-bar Watershed Site #4 Dam Little Sni-a-bar Creek Dam No 28 Little Sni-a-bar Wtrsd #33 Dam Rodick Lake Little Sni-a-bar Watershed Site #39 Dam Little Sni-a-bar Watershed Site #31 Dam Huenfeld Lake Little Sni-a-bar No. 1 Hoeppner North Lake Little Sni-a-bar #29 Little Sni-a-bar Watershed Dam No 28 Soendker Lake Little Sni-a-bar Wtrsd #27 Dam Little Sni-a-bar Watershed Site #41 Dam Tabo Creek Watershed Site C-21 Dam Fahrmeier Lake Wehmueller Lake Wooden Lake Tabo Creek Watershed Structure B-21 Little Sni-a-bar Watershed Site #42 Dam Tabo Creek Watershed Structure B-20 Hoeppner South Lake Tabo Creek Watershed Site B-23 Dam Tabo Creek Watershed Dam B-22 Little Sniabar Watershed Structure 43 Tabo Creek Watershed Structure C-29 Little Sni-a-bar #23 Hollingsworth Lake Tabo Creek Watershed Site C-25 Dam Little Sni-a-bar #22 Wellington-nap Watershed V-21 Dam Land Of Lakes Dam North Odell Lake Little Sni-a-bar Wtrsd #44 Dam Land Of Lakes Dam South
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Other AreasClick the map to see lakes in other parts of the country.


Here is the list of All the Irrigation and Power Projects in India working right now or planned to be started with all the details. Here are they are :-
Bhakhra Nangal Project
It is a joint venture project of the Haryana, Punjab and Rajasthan government. “Bhakhra” and “Nangal” are the name of place on the bankside of river Sutlej where two big dams have been built. The Bhakhra dam is regarded as the highest straightway gravity dam in the world. The reservoir is known as “Govindsagar Lake”.
Indira Gandhi or Rajasthan Canal Project
It is one of the major irrigation Project built on the Sutlej, Beas and Ravi rivers of Rajasthan. The total length is 649 km and the distribution system is 700 km length. The entire Project is being executed in a two phase. Which takes off from Harike Barrage at the confluence of river beas and Sutlej. It has 170 km length in Punjab and Haryana, 189 km long in Rajasthan and 3000 km long distributaries. The “Loonkaransar – Bikarner lift Canal” which has a length of 152 km.
This project comprises the building of a barrage near Hanuman Nagar in Nepal, a 270 km long flood embankment and kosi Power House which has the capacity of 20 MW on the eastern Kosi canal.
This project was undertaken in 1948 on the river Mahanadi in Orissa: it is the longest dam in the world. In the first stage, Hirakund Dam in Sambalpur has been constructed. It is 61 meter high and 4800 meter long.
It is a joint venture of Andhra Pradesh and Karnataka Government which has been built on the river “Tungabhadra”. It comprises (1) the building of 92,441 meter long and 49.39 meter high dam on Tungabhadra River at Mallapuram in Bellary district of Karnataka. (2) The building of the canal of 227 km long with a power house. (3) the building of 349 km long canal with two power houses and (4) the building of a 196 km long high level canal on the right side.
It has been built on the river Krishna near Nandikanda village, about 144 km from Hyderabad in Andhra Pradesh. The Project comprises the building of 1450 meters long dam with 3415 meter long eastern flank. The left bank canal is 17 km long and the Right Bank Canal is 204 km long. It cover the districts of Khamman, West Godawari, Guntur, Kurnool and Nellore. It also envisages 6 power houses with 2 units of 50 MW each on the Nagarjun Sagar dam.
It is Joint Venture project of Rajasthan and Madhya Pradesh government which has been built on the river Chambal. The project comprise a masonry gravity dam at the border of M.P. and Rajasthan and a barrage near Kota city along the right and left bank canals for the irrigation purpose. The Gandhisagar dam of 64 meter high and 514 metres long has been constructed near the Chaurigarh for on the Chambal River.
Damodar Valley Project
It is a Joint venture project of the West Bengal and Jharkhand government. The project chiefly constitutes a unified multipurpose river basin development of flood control, promotion and operation of irrigation Schemes, water supply and drainage and electric power generation and distribution transmission.
Tehri Dam Project
It is very controversial project and has been constructed on the Bhargirathi River and its tributary Milangaga, in Tehri district of Uttrancha. A dam of 260.5 metre long has been constructed under this project. The Ram Thirtha Sagar Reservoir of this dam has the capacity of storing 32.2 million cubic metres of water which may be spread upto 45 km from Bhagirathi valley and 25 km from Milanganga Ghat. It supply 500 cubic drinking water to Delhi.
Narmada Valley Project
It is a Joint Venture project of Madhya Pradesh and Gujarat Governments and is under construction in the Narmada River, if completed, it would be the World’s largest river valley Project. The project has been under controversy. Under this project two dams; “Indira Sagar” and “Sardar Sarovar” are proposed to be constructed. The Indira Sagar Dam is being constructed near Punasa in Nimar district. This very dam is known as the “Narmada Dam”.
Rihand Dam Project
This dam has been built on the river Rihand at M.P. – V.P. border near village Pipri in the Mirzapur district. Righand is the longest man-made lake in India. Its reservoir known as the “Govind Ballabh Pant Sagar” is spread over 466 sq km. It can hold 10,608 cubic meters of water. The Rihand dam is 934 meters long and 91 meters high.
It is constructed on the Mahi river of Gujarat and the project is proposed to be completed in two stages: in the first stage, a masonry prick-up weir has been constructed at the Wanabari village. The second stage envisages the construction of a 1430 meter long and 58 meter high dam near Kadma.
Ghataprabha Valley Development Project
It is chiefly an irrigation Project of Bijapur and Belgaon district of Karnataka. It is aimed at harnessing the water of the Ghatabprabha river.
Dul Hasti Project
This project is situated on the river Chenab in Jammu & Kashmir and it is chiefly a power project. It has total power potentiality of 6,000 MW.
This project has been started on the river Godavari in Maharashtra. In the very stage of the Project, an earthen dam has been constructed while the second stage envisages the construction of canal across Sindphana Rivers.
Sardar Sarovar Project:
This project has been built on the Narmada River in Gujarat. It is a joint venture project of Gujarat, Madhya Pradesh, Maharashtra and Rajasthan.
It is a joint venture Project of Tamil Nadu and Kerala. It consists the objective of harnessing the water of six rivers located in Annamalai Hills.
It is in West Bengal and consists of a barrage at Jangipur across the river Bhagirathi. A feeder canal of 39 meters long has been constructed. Its chief purpose is to preserver and maintenance of Kolkatta port and improving the navigability of the river Hoogly.
Kangsabat Project: It has been constructed on the Kangsabati and Kumari rivers in West Bengal. Its main objective is to construct an earth dam.
This project has been built on the Koyna River of the Maharashtra. The total height of the newly constructed dam under this project is 250 meters.
It is situated on the Bargi river of the Madhya Pradesh. IT is a multipoupose project and targated to be completed within 10 years. The total irrigation potentiality of the project is 2.45 lakh hectares of land.
This project is chiefly aimed at the construction of 210 meters longs barrage on the river parriyar in Always district of Kerala.
Handsdev Bango Project
This project has been built on the river Hansdev in Madhya Pradesh. The project aimed at the construction of 85 meters high dam which will have the dual function of power generation and irrigation.
It is situated on the river Tapti in Surat. The dam will be 4928 meter long and 68.6 meter high which will have the total irrigation potentiality of 1.53 lakh hectares of land and total hydra power potentiality of 300 MW.
Mata Teela Dam
It is also a Joint Venture dam at the Madhaya Pradesh and Uttar Pradesh government which is situated at the Betwa river near Jhansi. The total irrigation capacity of its two canals is about 2.64 lakh hectares of land.
This project has been constructed on the Malprabha River, a tributary of Krishna in Karnataka. The total length of the dam in 154.6 meter and its height is 44 meters. It irrigates 2.13 lakh hectares of land in Belgaon district.
This project has the total irrigation capacity of 3.48 lakh hectares and the power generation capacity of 480 MW. The total length of the Project is 147 meter.
It has been built on the Jhakham River in the Chittorgarh district of the Rajasthan. It will facilitate irrigation in Udaipur and Chittorgarh district. It has the hydel Power Potentiality 4.5 MW.
It is under constructiononf the Mahi river in Gujarat. In the very first phase, work is going on the for the irrigation of 1.81 lakh hectares of land in Kadano and Kaira district. Its second phase envisaged the irrigation facilities on 3 lakh hectares of land in the Panchmahal district.
This project has been jointly launched by the Mahrasthra and Madhya Pradesh government. It envisaged the construction of two dams; one in Chhindwara of Madhya Pradesh and other in Nagpur of Maharashtra.
Upper Krishna Project
It consists of the construction of two dams; one at Almati and other at Narainpur on the river Krishna in Karnataka. It has the total irrigation potentiality of 4.08 lakh.
The Madhya Project and Maharashtra govt. have jointly launched this project. Under this projects, the Sirpur and Pujari Tola dams have been constructed.
It is a Joint Venture project of Orissa and Bihar government which was started in 1977. IT envisaged the objective of constricting two dams, one at Guldhia and others at Chandil. IT has the total irrigation potentiality of 7.06 lakh.
This project is jointly runs by the Madhya Pradesh and Uttar Pradesh government. It covers the Panna and chhatarpur district of Madhya Pradesh.
This project has also been jointly launched by the Madhya Pradesh and Uttar Pradesh govt. The total length of the constructed dam 562; 50 meters and its height is 43.8 meters.
It was constructed on the Jawai River of Rajasthan in 1956. Under the Project 22 km long canal has been built and the total irrigated area is 7,690 hectares which especially covers the district of Sirohi, Pali and Jodhpur.
Narora Atomic Projects:
Narora is the name of a place in Bulandseher or district of Uttar Pradesh where the project has been started. IT has the total Power generating capacity of 470 MW.
This project has been constructed at Jeetgarh village in Gujarat, The project site river is known as “Curzah”.
This project was jointly launched by Rajasthan and Himachal govt. in 1984. IT has the total hydro centricity generating capacity of 600 MW.
Singrauli Super Power Project
It is situated in Uttar Pradesh which has the total Power generating potentially of 1400 kw.
It is also a joint venture project of Uttaranchal and Uttar Pradesh govt. It has the total irrigation potentiality of 6 lakh hectares of land in central and western U.P. It comprises the construction of 626 m long and 126 m high dam on the river Ramganga.
This project chiefly aimed at the construction of a reservoir which has the drainage capacity of 795 sq km in Dholpur district of Rajasthan.
Upper- Penganga Project
It has been constructed on the Penganga River of the Maharashtra. Under it, two reservoirs have been constructed, one of the river Penganga and the others at the Riyadh rivers.
OTHER SOURCES OF POWER
- Kandla: India’s first tidal power plant a major port
- Mandivi: Asia’s first pilot wind power plant.
- Bhuj – Site of India’s first solar power plant.
- Manikaran – Sites of Asia’s first Solar Power Plant.
- Puga – Site of hydrothermal Power plant.
- Kavarthi – Site of Asia’s firs OTEC Power Pant – desalinization Plant.
- Vijinjham – Site of Asia’s first wave power plant.
- Tiruchirappali – Site of Migneto Hydro – Dynamics power Plant.
- Gandhi Nagar – Site of India’s first experimental laboratory for nuclear fusion.


1. Unique shaft seal design - built-in with Teflon Bellow Seal self-cooling design.
2. Self-priming design - self-suction is particularly strong and self-priming up to 20 ft, and has a check valve design to prevent liquid backflow in the pump.
3. Strong acid resistance, strong alkali resistance and strong corrosion resistance. The village has CFRPP, FRPP, CPVC and PVDF (Teflon).
4. The rear cover and the shaft seal cover are integrally designed to facilitate maintenance and assembly.
5. The bottom valve should be installed at the entrance to block the inhalation of foreign matter. The check valve should be installed at the exit to prevent the instantaneous return phenomenon during the shutdown, resulting in damage to the National Treasure Pump body and damage to the pump idling.
Model number (pump material)：
Number of poles：
A-with tongue check valve (input is higher than liquid level)
B-tonless check valve (inlet is lower than liquid level)
Circulation tube return：
C-addition of cooling circulation pipe circuit (airproof transformation)


Sinolift DP series single scissors electric hydraulic platform truck
Meet EN1570 norm and ANSI/ASME safety standards.
These models can be used in above-floor or in-floor pit applications.
Standard Safety Features
Upper platform lifted with aluminum safety bar preventing descent on contact with obstructions.
Internal power pack equipped with a relief valve against overloading and compensated flow valve for controlled lowering speed.
Heavy-duty cylinders with drainage system and check valve to stop the lift table lowering in case of hose burst.
Safety clearance between scissors to prevent trapping during operation.
Other Standard Features
Self-lubricating bushings on pivot points.
Removable lifting eye to facilitate handling and lift table installation.


Oknoname 013015 Dam ( Bryan )
Oklahoma : Flag of State
Oknoname 013015 Dam is a place of kind Dam belonging to the County of ( Bryan ).
The closest populated place is that of Kenefic that is3.10 miles far from Oknoname 013015 Dam.
Oknoname 013015 Dam is also 6.22 miles far from the closest airport or heliport, the McLaughlin Farm Airport .
The weather forecasting are available for the town of Kenefic , that is 3.10 miles far from Oknoname 013015 Dam .
The Zip Code of Oknoname 013015 Dam is 74748.
Besides Oknoname 013015 Dam in the County of ( Bryan ) there are the following places of kind Dam . These are reported in what follows in alphabetical order:
Anderson Lake Dam - Blue River Dam - Boatner Lake Dam - Callaway Lake Dam - Callaway Lake Dam - Carman Lake Number 1 Dam - Carman Lake Number 2 Dam - Casteel Lake Dam - Conditt Lake Dam - Currie Lake Dam - Denison Dam - Denison Dam - Dunegan Lake Dam - Edwards Lake Dam - Edwards Lake Dam - Farrell Lake Dam - Fowler Lake Dam - Frank Lake Dam - Garner Lake Dam - Gordon Lake Dam - Gregory Lake Dam - H L D M Farms Incorporated Lake Dam - Ham Lake Dam - Harris Lake Dam - Isom 3 Lake Dam - Isom I Lake Dam - Isom Lake Dam - Kemp Lake Dam - Lewis Eastwood Dam - Lower Clear Boggy Site Number 38 Dam - Lunt Lake Dam - Martin Lake Dam - Mattingly Lake Number 1 Dam - Mattingly Lake Number 2 Dam - McCarley Lake Dam - Mccarley Lake Dam - McGee Lake Number 1 Dam - McGee Lake Number 2 Dam - McIntire Lake Dam - Mitchell Lake Dam - Musgrove Lake Dam - Musgrove Lake Number 1 Dam - Musgrove Lake Number 2 Dam - Nickles Lake Dam - Oknoname 013001 Dam - Oknoname 013002 Dam - Oknoname 013003 Dam - Oknoname 013004 Dam - Oknoname 013005 Dam - Oknoname 013006 Dam - Oknoname 013007 Dam - Oknoname 013008 Dam - Oknoname 013009 Dam - Oknoname 013010 Dam - Oknoname 013011 Dam - Oknoname 013012 Dam - Oknoname 013013 Dam - Oknoname 013014 Dam - Oknoname 013016 Dam - Oknoname 013017 Dam - Oknoname 013018 Dam - Oknoname 013019 Dam - Oknoname 013020 Dam - Oknoname 013021 Dam - Oknoname 013022 Dam - Osborne Lake Dam - Osborne Lake Number 1 Dam - Osborne Lake Number 2 Dam - Page Lake Dam - Prentice Lake Dam - Roberts Lake Number 1 Dam - Roberts Lake Number 2 Dam - Robinson Lake Dam - Rodgers Lake Number 3 Dam - Shellenberger Lake Dam - Shepard Lake Dam - Shepard Lake Dam - Sims Number 1 Dam - Sims Number 2 Dam - Teal Lake Dam - Webb Lake Dam - Weder Number 1 Dam .
Where to stay: Hotels and other Accommodation Oknoname 013015 Dam
Please find in what follows the full listing of the Hotels, Bed & Breakfasts and other accommodation available in Oknoname 013015 Dam.
A lot of pictures and fully detailed descriptions are available for the Hotels, Bed & Breakfasts and other accommodation, along with the ratings assigned by the guest of the same Hotels. The ratings are divided by age, sex and much more.
Oklahoma : Emblem of State
- Capital : Oklahoma City
- Inhabitants : Oklahoman (Okie, Okayer, Sooner)
- State's Motto : Labor omnia vincit
- English translation : Labor conquers all things (Latin)
Map and road map of Oknoname 013015 Dam
View the interactive maps of Oknoname 013015 Dam and get road maps, satellite maps and much more. The maps cover a wide area centered on Oknoname 013015 Dam .
On each map are available: a selector scale, on the bottom right of the map,a menu for choosing different views of the same map, placed in the upper left corner of the map, a free text search field for locating any business activity within the map itself, placed at the top center of the map.
The videos about Oknoname 013015 Dam
It is proposed a first video: clicking on the PLAY button the video will start. Inside the video window there are several commands and a Playlist button. Press the Playlist button to access the complete listing of available videos, along with their titles. It will be sufficient to scroll through the list using the cursor to select any of the videos. You can use the << and >> keys to scroll through the videos. Each video can be displayed in full screen.


|Published 3,083 days ago|
Officials seek to keep water level down
Despite above average snowfall, water officials are releasing much of the runoff that flows into Scofield Reservoir. In order to accomodate planned dam reconstruction set to commence in late 2006, water levels must remain lower than average on the reservoir.
|Related Articles |
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Khrami is a 227.2MW hydro power project. It is located on Khrami river/basin in Kvemo Kartli, Georgia. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in multiple phases. Post completion of construction, the project got commissioned in 1947. Buy the profile here.
The project is currently owned by Inter RAO UES.
Khrami is a reservoir based project. The hydro reservoir capacity is 312 million cubic meter. Khrami (Khrami Phase II) underwent through rehabilitation & modernization during 1996-2008.
The project got commissioned in 1947.
Sakhydro Energomsheni was selected to render engineering procurement construction services for the hydro power project.
Khrami (Khrami Phase I) is equipped with ABB pelton turbines. The phase consists of 3 turbines with 37.6MW nameplate capacity.
Khrami (Khrami Phase II) is equipped with Leningradsky Metallichesky Zavod francis turbines. The phase consists of 2 turbines with 56.5MW nameplate capacity.
ASEA Power Systems and Electrosila have supplied 3 and 2 generators, respectively.
For more details on Khrami, buy the profile here.


Water and Power Development Authority (Wapda) Chairman Muzammil Hussain has said that construction work on Diamer-Bhasha dam is progressing despite the Covid-19 pandemic, which has adversely affected the whole world.
His comments came during a visit to the Diamer-Bhasha and Dasu Hydropower Project sites to review construction work on the two mega schemes.
During the visit to Diamer-Bhasha dam, which is being constructed on Indus River downstream of Chilas town in Gilgit-Baltistan, the chairman was briefed that construction work on eight different sites in the project area was underway.
The construction sites included access tunnel, access roads, upstream and downstream cable bridges.
The Wapda chief was also apprised that construction work on 21-megawatt Tangir Hydropower Project, meant for providing electricity during the construction phase of Diamer-Bhasha dam, had also commenced. Hussain emphasised that project authorities must ensure that they achieve major construction milestones in accordance with the timelines set for the purpose.
The chairman also opened the newly constructed cableway bridge across Indus River. The remaining three such bridges are scheduled to be completed in April and May one after the other for swift mobilisation on both banks of the river during the high flow season.
Pontoon bridge across the Indus River had already been completed ahead of schedule in December last year to facilitate the mobilisation of machinery and workforce during the current low flow season.
Diamer-Bhasha dam will have gross water storage capacity of 8.1 million acre feet (MAF) that can irrigate 1.23 million acres of additional land. With installed power generation capacity of 4,500MW, the project will provide more than 18 billion units to the national grid per annum.
Earlier, the Wapda chairman also reviewed construction activities for Dasu Hydropower Project stage-I, being built across Indus River upstream of Dasu town in Kohistan district of Khyber-Pakhtunkhwa.
During a briefing about progress on the project, the chairman was apprised that construction work on nine different sites was in progress.
It was briefed that river diversion works were expected to be completed by the end of this year. Afterwards, the Indus River will pass through the two diversion tunnels, paving the way for construction of the main dam. The chairman examined construction work on the diversion tunnels and the power house.
Published in The Express Tribune, March 26th, 2021.
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San Francisco Public Utilities Commission has awarded a US$259 million contract to a joint venture of Dragados USA, Hochtief group Flatiron and Sukut Construction for replacement of Calaveras Dam in California.
The split of the work on the Calaveras Dam will be 40 percent Dragados, 30 percent Flatiron and 30 percent Sukut Construction.
The new dam will be constructed immediately downstream of the existing dam. Project completion is anticipated in late 2015. The project includes replacement of the original dam with a new 64-meter-high earth and rock fill dam. There will also be a new concrete spillway.
For more hydropower news and information, click here


DWP210A 110V 2 inch Submersible Dirty Water Pump With Float Switch
£287.00 . (£344.40 incl VAT)
Heavy duty 110V submersible pump suitable for use with clean or dirty water. Ideal for draining ponds, pools and building excavations
Float switch automatically turns pump off when level drops
Corrosion resistant stainless steel casing and cast iron base for long reliable service
Can handle solids in suspension up to 7mm in diameter Hose Outlet 2″
Max delivery 600l/m
Max head 10.8m
Max depth 5m
Rated input power 940W
110V 50Hz supply.
Cable length 10m
Free delivery to UK mainland on Clarke orders over £100.


Considering the big mud content and difficult environmental management in the proccess of river dredging, KOSUN is aimed to design and research a integration Dredge Dewatering Solution in order to save a lot of cost for customer. At present, KOSUN can design and configurate different model Dredge Dewatering System to meet requirements of different customers according to the working condition of river silt the customer provided.
KOSUN Dredge Dewatering System are applied to Lake dredging, river dredging, pond reservoir dredging engineering, municipal pipelines dredging sludge, clear water stations desilting, river dredging engineering, enterprise slag settling pond engineering, drainage sewage dredging engineering such as dredging project.
KOSUN Dredge Dewatering System is mainly consist of shale shaker, desander, desilter and decanter centrifuge. In the actual selection process, the 3-6 stage separation system can be selected based on different situations. Dredge Dewatering System can make the water content of the slurry under 80% and can decrease the slurry volume. That can be transported by the common slag car to save more transportation cost.
Know more about KOSUN Dredge Dewatering System, please email firstname.lastname@example.org.
Tag:River Dredge Dewatering System, River Dredging Dewartering Equipment, Dredge Dewatering System.


Rio Guayllabamba - Ecuador
Hidroequinoccio HEQ S.A.
2009 - 2012
Description for Chespi Hydropower (Ecuador)
Chespi is the first hydroelectric project of the Guayllabamba cascade with an installed power of 468 MW.
- Reservoir (V = 2.3 Mm³)
- Arch dam (H = 68 m, L_crest = 144 m, V = 45'000 m³)
- Headrace tunnel (L = 18.3 Km, D = 5.4 m)
- Tailrace tunnel (L = 6.3 Km, D = 6.4 m)
- Surge Shaft (H = 123 m, D = 15 m)
- Penstock (L = 1'000 m, D = 4-3.4 m)
- Underground power house (No. 4 Pelton turbines, IP = 117 MW each)
HV Transmission Lines (Tanzania)
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Madrid, Spain [RenewableEnergyWorld.com] The nearly 1200-megawatt (MW) Alto Támega hydro complex in Portugal is set to be developed by Spanish energy group Iberdrola. The new plants, two with a combined 900 MW of pumped storage capacity and two pure turbine facilities with a combined 234 MW capacity, will be able to produce some 2 terrawatt-hours (TWh) a year.
One of the largest European hydro projects in 25 years, approximately €1.7 billion [US $2.19 billion] will be invested from 2012-2018 to build four new dams for the project. The dams will be located at Gouvães, Padroselos, Alto Támega, and Daivões.
Once fully developed, the project will be capable of generating 3% of Portugal’s current electricity consumption and enough to meet the annual needs of around one million people. Iberdrola says the dams can be operated for 65 years and the new installations are located close to Galicia, where electricity interconnections between Spain and Portugal are due to be upgraded in the near future.


Donate l Employment l Mailing List
dam dam repair waterfall
newlin grist mill
photo dam repair newlin grist mill
August 25, 2014
Thank you to everyone for your support through the dam project. This is the final dam video update.
Please continue to follow the blog for the last few installments of the Dam Facts.
August 11, 2014
What Are the Dam Facts?
While working on the Dam Project significant knowledge about the Newlin Grist Mill dam was gained. The unexpected Dam Disaster provided a unique opportunity to study the dam and learn about its construction and history. The staff took the opport...


Outlet Works Stilling Basin Repairs
Medicine Creek Dam, NE
An infrastructure project involving dewatering and controlling gate leakage while removing the existing deteriorated concrete with hydro-demolition and waste water treatments methods, then furnishing and placing reinforced cast-in-place concrete to repair the existing outlet works stilling basin.
Owner: Bureau of Reclamation
Prime Contractor: Battle Ridge Builders


QDCV-BC-ZF, BC Quick Disconnect Male: Check Valve 3/8"-24f
- Inflator hose quick disconnect type male
- 3/8"-24 Female with 1lb built in check valve. Connects to any low pressure port
- Male QD contains 1lb check valve allowing disconnection and
attachment underwater, while keeping water from flooding the system.
- Solid Brass Construction
- Made with 02 compatible material


XTC80/60M Trench Cutter is designed for low construction space. It can be used in underground deep foundation engineering seepage wall, retaining wall, load-bearing wall construction for such as subway station, foundation pits buildings, high-rise building basement, underground commercial, reservoir dam, port, mine, environmental engineering, etc.
1,With merely 6 meters height, it can meet the low-altitude construction requirements under the bridge or inside the building.
2,Modular design allows the machine to switch its operation mode between low-altitude and normal-altitude;
3,Proprietary mechanical seal structure guarantees it’s sealing property when working in deep water with low failure rate.
4,For the first time, tThe fixed three-row mud winch structure is adopted initiativelyinnovatively, which is convenient for disassembly and transportation
5,The design of Cclosed shed design and overhead air cooling, it is makes it suitable for construction in the city with low noise.
6,With low barycentercenter of gravity、, modular design of cutter support, it has highly groove accuracy.


Selected residential streets in Cowandilla and Mile End required stormwater upgrades. A few roads with a relatively flat grade were not currently serviced by an underground drainage network. Council sought a drainage solution that allowed for partial road reconstruction while incorporating water sensitive urban design features in the form of ‘rain gardens’.
Tonkin Consulting provided concept and detailed design for the road reconstruction, stormwater drainage and rain gardens and construction supervision.
The designs incorporated approximately 100m of road and 500m of stormwater drain to be reconstructed. The catchment and drainage network was modelled in DRAINS to determine the capacity of the new underground collection system. Modelling found the capacity of the new drain was constrained by the diameter and depth of the existing connection point.
Rain garden designs offer the following benefits.


Dam at Lock 38 Rehabilitation
February 12, 2020 - Community Update: Dam Demolition to Begin
The Dam at Lock 38 was originally constructed in 1908 and has only undergone one minor rehabilitation since then. Investigations conducted over the winter of 2017 determined that the Dam at Lock 38 required replacing.
Some geotechnical work to provide information for the project took place at this dam and on nearby watercourses in the Fall and Winter of 2016. Geotechnical work provides important information about the composition and integrity of soils and other materials like concrete, which is used to plan the design of projects and structures.
The construction of cofferdams upstream and downstream of the two operable sluices on the dam at Lock 38, allow the creation of a dry workspace within which to demolish and reconstruct a new dam. The new dam must be constructed while still managing water flows through the area. This has been achieved by converting an overflow weir on the dam into an operable sluice, allowing construction to take place in phases, while water management continues. Construction of the brand new dam is expected to complete in spring 2021.
May 16, 2017 - Community Update: Talbot Area


Nupche Likhu is a 57.5MW hydro power project. It is located on Nupche and Likhu river/basin in Janakpur, Nepal. The project is currently active. It has been developed in single phase.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||57.5||57.5||–||Active||Janakpur, Nepal||Vision Energy and Power|
The project is developed and owned by Vision Energy and Power.
Nupche Likhu is a run-of-river project. The gross head and net head of the project are 1,002m and 975.09m respectively. The penstock length is 2,481m. The penstock diameter is 1.8m. The project generated 381.74 GWh of electricity. The project cost is $90.385m.
The hydro power project consists of 3 turbines.
The project has 3 electric generators installed at the site. The generator capacity is 23.26 MVA.
Power Purchase Agreement
The power generated from the project is sold to Nepal Electricity Authority under a power purchase agreement.
All power projects included in this report are drawn from GlobalData’s Power Intelligence Center. The information regarding the project parameters is sourced through secondary information sources such as electric utilities, equipment manufacturers, developers, project proponent’s – news, deals and financial reporting, regulatory body, associations, government planning reports and publications. Wherever needed the information is further validated through primary from various stakeholders across the power value chain and professionals from leading players within the power sector.


Waneta Dam Expansion Project
The Waneta Dam Expansion project is one of Chinook's current challenges. This is a near billion dollar project that will see the addition of a second powerhouse downstream from the Waneta Dam on the Pend d'Oreille River south of Trail, BC. This expansion will share the existing dam's hydraulic head and generate power from the flow that would otherwise be spilled. For further details on this project and to download the weekly project update please see the Columbia Power website: www.columbiapower.org
Pictured below in the tunnel is a twenty foot long by thirty foot wide rolling scaffold used for concrete finishing in this two hundred meter long tunnel on a 17% slope. These tunnels are being designed to convey water from the Waneta forebay into a two-unit powerhouse (to be built) between the Waneta Dam and Highway 22A.


This project included work on a new rock weir to direct water into the diversion, while allowing up and downstream fish passage in the stream.
The diverted water flows through a new head gate and then down a canal to the three-section, modular Farmers Screen unit. The screened water continues down the canal while the cleaning water returns to the creek via a pipe.
Location Bear, Idaho
Partners USFS, USFW, NRCS, West Central Highlands RC&D


Apresentação em tema: "Reciclagem de Aluminio Ricardo MP Coelho. Reservas Mundiais de Bauxita Guiné 25% Austrália 24% Brasil 11% Jamaica 7% China 7% Outros 26% Guiné Austrália."— Transcrição da apresentação:
Brokopondo Reservoir Suriname The dam was closed in 1965 but the lake did not reach its optimal water level until 1971. The dam spanning the river is 54 m tall, and it is built near the small town of Brokopondo. The watershed which feeds the reservoir has 12.200 km² The dam was constructed to provide electricity to aluminium plants (Alcoa). About 75% of the dam's electricity is used to power these plants, and the remaining portion is used to power Suriname's capital city, Paramaribo.


George Maponga Masvingo Bureau
The Great Zimbabwe Hydro Power Company has completed feasibility studies on the planned $11 million mini-hydro power plant at Lake Mutirikwi. The plant is expected to augment power supply in Zimbabwe, as it is envisaged to produce at least five megawatts into the national grid.
The Zimbabwe Energy Regulatory Authority has already given Great Zimbabwe Hydro Power Company the green light to install a power generation plant at the country’s second largest inland dam. According to ZERA acting chief executive Mr Eddington Mazambani, the project promoters were in the process of mobilising funds, while feasibility and grid impact assessments had been completed.
“The project is expected to cost about $11 million and upon completion it is expected to improve power supply by about 5MW, thus enhancing the country’s security of (power) supply,” he said. Mr Mazambani attributed delays in rolling out the Lake Mutirikwi mini-hydro power project to funding, stressing that most companies had been struggling to raise funding locally and internationally for similar major projects.
He said Masvingo province had the capacity to host a second mini-hydro power plant at the recently completed Tokwe-Mukosi Dam in Chivi district. The planned $20 million power plant at Tokwe-Mukosi Dam is expected to produce 15MW, but the project has been shelved owing to funding constraints.
Great Zimbabwe Hydro Power Company first announced plans to install a mini-hydro power plant at Lake Mutirikwi in 2014. The firm was subsequently allocated 0,5 hectares of land by Masvingo Rural District Council at the dam site to build its plant. The firm had also signed a Memorandum of Understanding with Masvingo RDC for the project to kick-off, but it was delayed by funding challenges.
There are also fears that the construction of the hydro power plant might be further delayed as Lake Mutirikwi’s water levels have been critically low over the past few years, forcing the Zimbabwe National Water Authority to temporarily shelve the release of water downstream.


Tbilisi, Georgia, July 10
By Nana Kirtzkhalia - Trend:
Georgia will start construction of "Nenskra" Hydro Power Plant in the spring of 2015.
The decision on the construction of the HPP was adopted at the Economic Council of the country, the meeting of which was held on July 10 under the chairmanship of Prime Minister Irakli Garibashvili, the press-service of the Georgian government told Trend.
The investment cost of the "Nenskra" HPP construction project is estimated at $570 million. The installed capacity of the HPP will be 210 megawatts.
It was noted at the government meeting that the construction of the "Nenskra" HPP aims to reduce the current electricity shortage in the domestic market of Georgia observed in the autumn and winter periods, the report said.
It is planned to complete the construction of the new hydropower plant in late 2020.
Edited by CN


hydraulic piston pump / manual
Max.: 1,000 bar (14,504 psi)
Min.: 0 bar (0 psi)
With a maximum working pressure of 700bar and an operation of type single acting, double speed, this item is suitable for various applications. The pump head and tank are constructed from aluminum, while the design is lightweight and compact with an internal pressure relief valve up to 700bar. The 0-1,000bar gauge comes with a diameter of 63, available as standard.
The pump is adjusted on 700bar, while the item is oil filled and ready to use. Note that the manufacturer can make available other pressure and tank sizes on request.


The Water Security Agency (WSA) has upgraded the safety classification for the La Ronge dam from hazardous condition to potential failure.
According to WSA spokesperson Patrick Boyle, this means the water level is close to the highest peak of the dam.
“With the recent rainfall, the inflows are looking like they’re going to reach the top of the dam,” he said.
However, Boyle said this doesn’t mean failure is imminent.
“It’s not going to fail immediately but it does cause some concern for us.”
He said sandbags have been installed at the top of the dam to increase the height as a mitigation strategy.
If the dam were to fail, according to WSA, the Lac La Ronge water level would drop but levels on the rest of the already flooding Churchill River system would continue to rise.
The lake level is expected to increase by 10 centimetres.
(PHOTOS: Courtesy Water Security Agency.)


Runoff and Energymichelbach2016-10-19T16:43:53+02:00
Runoff and Energy
Forecast of hydroelectric power production for the energy industry
For the hydroelectric power production daily forecasts of energy production for gauges and hydropower plants in the catchment of the Upper Danube are simulated with PROMET. Also, the snow water equivalent above reservoir power stations is modelled daily.
Fig. 1: Daily forecast of energy production for more than 100 hydropower stations in the catchment of the Upper Danube. Validation of the energy production of the years 2000 to 2006, modelled and measured (on right side)
Fig. 2: Calculation of water temperature in rivers is possible


The Veteran’s Memorial Stormwater Quality Retrofit Project will provide additional stormwater storage and attenuation for a drainage basin of approximately 1,065 acres. This project was designed to be constructed in six (6) phases.
The additional stormwater storage and attenuation will be provided via the construction of three (3) stormwater control structures, and the excavation of nine (9) wet retention ponds upstream of the control structures. The control structures will be constructed at existing uncontrolled discharge locations into the North Fork of the St. Lucie River. Once all six (6) phases are constructed, this project will provide approximately 330 acre-feet (107 million gallons) of additional storage.
All work will be performed in City of Port St. Lucie drainage rights-of-way and no property acquisition will be required.
- Reduced discharges from the drainage basin into the North fork of the St. Lucie River
- Will provide an additional 330 acre-feet of stormwater storage
- Reducing nutrient load of the stormwater before it leaves the City
- Reducing Nitrogen and Phosphorus levels entering the Indian River Lagoon
- Reducing freshwater discharges and relat-ed negative impacts on the Indian River Lagoon
- Provide enhanced aesthetics for the surrounding residential area
Construction: Ph 1 $115,000.00
Ph 2 $125,000.00
Ph 3 $760,000.00
Ph 4 $570,000.00
Ph 5 $430,000.00
Ph 6 $1,500,000.00
Funds Expended: $195,710.00


GoKP – Kandia Hydropower Plant 545 MW – Khyber Pakhtunkhwa - Project Profile
"GoKP – Kandia Hydropower Plant 545 MW – Khyber Pakhtunkhwa - 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 "GoKP – Kandia Hydropower Plant 545 MW – Khyber Pakhtunkhwa - 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 Government of Khyber Pakhtunkhwa (GoKP) is planning to build a hydropower plant in Kohistan, Khyber Pakhtunkhwa, Pakistan.
The project involves the construction of a hydro power plant with a capacity of 545MW. It includes the construction of a dam, a substation and a powerhouse, the installation of turbines, generators and transformers, and the laying of transmission lines.
South Korean Engineering and Construction Company (SK-E&C) has been appointed as the construction contractor.
Construction is expected to commence in the first quarter of 2018.
As of August 2017, planning activities are underway.
The project involves the construction of a hydropower plant with a capacity of 545MW in Kohistan, Khyber Pakhtunkhwa, Pakistan.
The US$1,400 million project includes the following:
1. Construction of a dam
2. Construction of a substation
3. Construction of a powerhouse
4. Installation of generators
5. Installation of turbines
6. Laying of transmission linesReasons To Buy


|Reservoir capacity||64 MCM|
|Irrigable area||10,000 ha|
|Beneficiaries||8000 farmer families|
|TEC||Rs. 2900 million|
|LB Main canal||45km|
The Weheragala project was started in 2005 and the construction of the reservoir and conveys system was completed in 2009 and some additional works were commenced. Total Estimated cost of the project is Rs. 2900 million and the total expenditure up to end of July 2016 was Rs. 2489.59 millions.
The physical progress of the project was 99.8% & currently following works are carried out under Weheragala Project.
|1. Completion of Weheragala Scheme||100%|
|2. Completion of Attikawa anicut||100%|
|3. Rehabilitation of LB/ RB main canal in Lunugamwehera||80%|
|4. Improvements to canal system under 5 tanks of Ellagala Scheme||80%|


The following studies were included in the contract’s subject matter:
a ) the irrigation works of the agricultural areas of the main course of the North Kifisos River from Mavroneri to Orchomenos, fed by the aqueduct system of Kopaida and Distomo, which is under construction, and whose pipes will be used as main transfer pipes. The introductory part, the definitive study and the application study were carried out for the area of Cheronia. The latter projects have already been constructed and are in operation;
b) the required projects for the reverse operation of the Distomo aqueduct, i.e. the projects that must be constructed at the Distomo aqueduct, which is under construction, in order to enable the channelling of water from the Mornos aqueduct to the sharing project of the Kopaida and Distomo aqueducts. The pre-study of the projects was carried out.


Driveway Drain Channel Drain Concrete Cut And Removal Apple Driveway Drain Channel Drain Concrete Cut And Removal Apple Drains Charlotte Nc Youtube.
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Gallery of Basement Channel Drain
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Dairy Creek in Cromdale Street, Mortdale, experienced the detrimental effects of flooding. Antoun was commissioned to construct an additional draining culvert with embankment stabilisation, and road restoration works. The drainage upgrade aimed to reduce flooding in residential properties bordering the creek by increasing water discharge.
The scope of works included
- Initial works for the project included road closure, site clearing, demolition of the existing road and the relocation of Sydney water assets
- Antoun installed a pre-cast concrete culvert adjacent to the existing structure to increase water flow in the creek
- Construction included the installation of a two-course gabion wall as well as sandstone boulders for increased embankment stabilisation and reduced flooding
- Finishing works involved road reinstatement, new concrete pedestrian footpaths and kerb with suitable landscaping in the surrounding area
Antoun worked collaboratively with the client and residents due to restricted site conditions, and newsletter updates were distributed to all stakeholders. The culvert increased stormwater capacity, mitigating flooding risk and embankment erosion. The project was a quality engineering solution where local relations were proudly built.


We supply the hydraulic decoilers with capacity from 6000 kg up to 20000 kg, with loading car option. We can offer different type of decoilers such as manual or fully automated multy-headed decoiler, as per customer requirement.
The main types of decoilers:
- Single uncoilers
- Double uncoilers
- Double Ended uncoilers
- Five head uncoilers
Several options are available such as: hold down arms and snubbers, feed-up and rewind, power hydraulic rotation, hydraulic expansion etc.
The most popular models are:
- 6 ton Hydraulic Uncoiler
- 10 ton Hydraulic Uncoiler
- 12 ton Hydraulic Uncoiler
- 15 ton Hydraulic Uncoiler
- 20 ton Hydraulic Uncoiler
Roll inner pressure function is working with hydraulic system and control system can be controlled with joystick control system. Moreover, loading car is working with engine and speed control system is standard option on loading cars.
The main features are:
- Coil Carrying Capacity : 6000 kg – 20000 kg
- Coil Inner Diameter Clamping Capacity : 400-550 mm
- Coil Outside Diameter Working Capacity : 1600 mm
- Working Width Capacity : 200-2000 mm
- Coil Inner Pressure Function : Hydraulic Mandrel
- Machine Working Movement : Left – Right
- Inverter Motor with Speed Control


Pressure Relief Valves E1500 is designed to open and relieve the excess build up pressure in systems containing water, oil or air. The E1500 pre-calibrated adjustment allows the valve to set the required relief pressure. These valves are suitable for static relief, low capacity pump relief, thermal expansion relief, and other similar commercial and industrial applications.
Max. Working Pressure: 300 psi (21 bar)
Adjustable Pressure: 50 to 175 psi
Max. Working Temperature: 99ºC (210ºF)


Images are representations only.
The Type 14340 low pressure relief valve has been designed to provide accurate pressure control in systems operating at pressures up to 100 bar, such as chemical injection applications. Flow Capacity - Flow rates up to 112 l/min at 10% over pressure.
- Suitable for chemical applications
- Valve Construction - the valve uses chemical resistant polymer materials in the seat to provide good low pressure seating with zero leakage
- Sealing Re-Seat Pressure - Virtually zero leakage re-seat pressure ≥ 90% of cracking pressure
- Flow Capacity - Flow rates up to 112 l/min at 10% over pressure
- Long Life and Repeatable Performance - are ensured through a large area seat


Dutch design practice Royal HaskoningDHV has secured a contract from the Uganda’s Ministry of Energy and Mineral Development for the design and construction of mini-hydro power project in Uganda.
Pursuant to the contract, Royal HaskoningDHV will design, finance and construct ten mini-hyro power projects in the west of the country. The stations will be developed in small rivers, where water power will be used to generate electricity.
The power generated by the new facilities will offset the power requirements of 40,000 people and 800 small and medium-sized enterprises. The construction work on the project is scheduled for completion in 2016.
The project is being financed by NL Agency, a part of the Netherlands Ministry of Foreign Affairs, through its Facility for Infrastructure Development (ORIO) grant program and by Uganda’s Ministry of Energy.
The project is in line with the development policy of the country to connect 61% of its population with electricity in 2017. The electricity is currently accessible to just 10% of the population.


Us Army Corps of Engineers, Minnesota.
The Lake Traverse Project is a multipurpose project located on the Minnesota ? South Dakota border. The project consists of two dams, one dike and two lakes, Traverse and Mud. The main purpose of the project is to control flooding along the northward flowing Bois de Souix River, which joins the Ottertail River to become the Red River of the North. The significant feature of the project is the Browns Valley Dike on the south end of Lake Traverse, keeping it separate from Big Stone Lake. The dike sits on the continental divide, which marks the outlet of Glacial Lake Agassiz. Waters on the north side of the dike flow into Hudson?s Bay, and on the south, waters flow into the Minnesota River and on to the Mississippi River.
From Wheaton, 4 miles north on US 75, 4 miles west on MN 236.


Vadodara: Gujarat government is hopeful of generating 3650 MW of power through joint synergy of hydroelectric and solar-based projects in future.
The six power units of the Sardar Sarovar project are currently generating 1450 MW hydroelectric power whereas the total length of the canal network intrlinked to the project in the state is 85,000 km.
"Even if 10 percent of the existing canal network is utilised for setting up solar power plants, it will have a potential to generate 2200 MW in addition to 1450 MW of hydro energy," Power Minister Saurabh Patel told PTI.
Chief Minister Narendra Modi is slated to inaugurate the world's first 1 MW canal-top solar power plant based in Gujarat's Mehsana district....more
04:24 AM, Apr 25, 2012


Total storage capacity is 49.45 tmcft
Live storage in the Krishnaraja Sagar increased to 33.88 tmcft following heavy rainfall over the last few weeks in the catchment areas of the Cauvery in Kodagu district.
The water-level in the reservoir reached 112.1 ft at 6.30 p.m. on Saturday. The full reservoir level is 124.8 ft.
The total storage capacity of the reservoir is 49.45 tmcft.
Meanwhile, following downpour in Kodagu and areas upstream, the water-level in the reservoir has been steadily increasing.
While the inflow rate was 19,780 cusecs, the outflow rate was 5,066 cusecs during the same period. “We are expecting heavy rainfall in the catchment areas on Sunday. This significantly increase the inflow rate in the next three days,” an officer of the Cauvery Neeravari Nigam Ltd. told The Hindu.
Drinking water for Bangalore, Mysore, Mandya and Ramanagaram districts is drawn from the reservoir.


February 2018 (est.)
| Ratle, Doda district, Jammu and Kashmir|
GVK Ratle Hydro Electric Plant Inc.
Kishanganga Hydroelectric Plant, Baglihar Dam, Dul Hasti Hydroelectric Plant, Pakal Dul Dam, Nimoo Bazgo Hydroele
As of 2015 June the project is yet to start.
Ratle Hydroelectric Plant Wikipedia
The Ratle Hydroelectric Plant is a run-of-the-river hydroelectric power station currently under construction on the Chenab River, downstream of the village of Ratle in Doda district of the Indian state of Jammu and Kashmir. The project includes a 133 m (436 ft) tall gravity dam and two power stations adjacent to one another. Water from the dam will be diverted through four intake tunnels about 400 m (0.25 mi) southwest to the power stations. The main power station will contain four 205 MW Francis turbines and the auxiliary power station will contain one 30 MW Francis turbine. The installed capacity of both power stations will be 850 MW. On 25 June 2013, Prime Minister Manmohan Singh laid the foundation stone for the dam. The project is expected to be complete in February 2018. Pakistan opposes to project as they believe India, who is already prosperous will become more prosperous after te dam is built.


- Location: Counce, Tennessee
- Owner: Tennessee Valley Authority
- Engineer(s): GEI Consultants, Inc.
- Contract Type: Fixed Unit Price (competitive bid)
- Status: Completed
After a 2014 analysis of the Pickwick Landing Dam showed that the dam’s south embankment could face potential damage in a larger seismic event, the Tennessee Valley Authority (TVA) started making plans to stabilize the south embankment to meet dam safety criteria. Built during the 1930s, the Pickwick Landing Dam was constructed to produce hydroelectricity, provide flood control, and improve the navigability of the Tennessee River. As part of this project, Barnard performed work on the upstream and downstream portions of the dam, including construction of large buttresses, extended fills, and a new toe drain system.
The downstream portion of the project included dewatering; excavation; performing instrumentation modifications; constructing manholes, catch basins, and a new toe drain; placing a filter system and fill; and placing riprap for slope stabilization. Prior to performing excavation on the downstream side of the dam, Barnard dewatered the soils while complying with TVA’s requirements for drilling in embankments. To complete this, Barnard drilled and installed deep wells using sonic drilling methods. Work on the upstream portion of the dam consisted of constructing a large rock berm and extended fill in the wet from barges in water depths up to 30 feet. Overall, this project required more than 1.9 million tons of import fill, sand, aggregate, and large rockfill materials.


Droplet size distributions of liquid-liquid dispersions in centrifugal pumps?
Sprache des Titels:
Abstract The generation of liquid-liquid dispersions with defined droplet size distributions is an important aspect for process equipment design. In this work, two centrifugal pumps with different impeller diameters were used to generate dispersions at selected operating points for a paraffin oil-water system. The droplet break-up phenomena within the centrifugal pumps were analyzed using a transparent pump design in combination with high-speed imaging. Droplet size distributions at centrifugal pump discharge nozzle were recorded with optical probe measurement technologies and evaluated by means of image processing using a neural network. The influence of impeller diameter, rotational speed, volumetric flow rate and dispersed phase fraction are discussed. Experimental data is correlated using fluid properties, operating data as well as centrifugal pump dimensions. The correlations developed from results of this work serve as a basis for the equipment design of centrifugal pumps.


Mayandong is a 66MW hydro power project. It is located on Yujiang river/basin in Chongqing, 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 2004 and subsequently entered into commercial operation in 2008. Buy the profile here.
The project is developed and owned by Chongqing Mayandong Hydropower Development.
Mayandong is a reservoir based project. The net head of the project is 59m. The project generated 255 GWh of electricity.
The hydro power project consists of 3 turbines, each with 22MW nameplate capacity.
The project construction commenced in 2004 and subsequently entered into commercial operation in 2008.
Power purchase agreement
The power generated from the project is sold to Central China Grid under a power purchase agreement with a contracted capacity is 255GWh.
For more details on Mayandong, buy the profile here.


The European Bank for Reconstruction and Development will finance the construction of Kheldula HPP with $ 30 million.
Investment cost of the project is 87 million dollars.
The EBRD clarifies that the project will help to reduce carbon intensity in Georgia and will partially meet the growing demand for the country’s electricity and deepen energy trade with Turkey.
Construction of “Kheldula” Hydroelectric Power Plant is planned in Racha-Lechkhumi-Kvemo Svaneti region, in Lentekhi municipality, on the river Kheledula. The installed capacity is 51 MW.


DLFT CO LTD is Manufacturer and exporter of various OEM check valve castings made according to our importers drawings or samples. detai specification as following:
1.Double-disc Check valve (Non-Return Valve) Castings.Size Dn50-Dn600.Pressure Rateing PN16.Details:
double disc check valve body castings.material Dn GG25 grey iron casting.
double disc check valve disc castings.material stainless steel casting.
2.check valve (non-return valve) castings ,Size:DN20-DN300. Pressure Rating PN 10. details:
check valve body castings.material Din GGG40/50 ductile iron casting.
check valve cover castings.material Din GGG40/50 ductile iron casting.
check valve cone castings. material Din GGG40/50 ductile iron casting.
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check valve cone seat castings. material Bronze. Bronze casting.
Check valve body finishing:Epoxy Blue powder coated.
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Control Valve Castings
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Lug Type Butterfly Valve Castings
Plug Valve Castings
Globe Valve Castings
Knife Gate Valve Castings
Orifice Air Valve Castings
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The characteristics of radial pressure distribution inside side chamber and leakage flow through balancing holes of centrifugal pumps are very important for accurately predicting the axial thrust produced by a balancing system. Therefore, a rapid and sufficiently accurate calculation method is required. An integrated model describing the characteristics of radial pressure distribution inside side chamber and leakage flow rate through balancing holes was established. In this model, the correction coefficient of liquid pressure at side chamber entrance and the discharge coefficient of balancing holes were obtained by experiment. The IS 80-50-315 type single-suction, single-stage, and cantilevered centrifugal pump with the structure of double wear-rings and balancing holes was employed as a model to investigate the characteristics of internal liquid flow of the balancing system. Under different pump flow rates, pump performance curves, radial pressure distribution inside side chamber, and leakage flow rate through balancing holes were examined with different balancing hole diameters. Afterward, the experimental data were compared with the predicted results. The comparisons showed a reasonable consistency. Consequently, according to detailed pump dimensions and operating conditions, the integrated model in current form is recommended for centrifugal pumps, which have low specific speed and are with balancing systems of double wear-rings and balancing holes. This can be used for the prediction of radial pressure distribution inside side chamber and leakage flow rate through balancing holes and can be used both at the design stage and nondesign stage.
Investigation of the Integrated Model of Side Chamber, Wear-Rings Clearance, and Balancing Holes for Centrifugal Pumps
Contributed by the Fluids Engineering Division of ASME for publication in the JOURNAL OF FLUIDS ENGINEERING. Manuscript received October 15, 2018; final manuscript received February 27, 2019; published online April 15, 2019. Assoc. Editor: Satoshi Watanabe.
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Zhang, S., Li, H., and Xi, D. (April 15, 2019). "Investigation of the Integrated Model of Side Chamber, Wear-Rings Clearance, and Balancing Holes for Centrifugal Pumps." ASME. J. Fluids Eng. October 2019; 141(10): 101101. https://doi.org/10.1115/1.4043059
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- Ris (Zotero)
- Reference Manager


Hillcrest Sewerage Scheme, Aughnacloy, Co Tyrone
Doran Consulting was commissioned by NI Water to design foul sewerage, a pumping main and pumping station to facilitate the decommissioning of Hillcrest WwTW and the transfer of flows to the new Aughnacloy WwTW.
We undertook the detailed design and contract administration of the scheme, and provided site supervision and CDM co-ordination.
The works involved the construction of a pumping station with screened emergency overflow, approximately 200m of foul sewers and 160m of MDPE pumping main. A Combined Storm Overflow on the new sewerage included provision of a hydraulically driven overflow screen to return screenings larger than 6mm to the flow.


Mytholmroyd Flood Defenses on Display
People living and working in Mytholmroyd will have a chance to meet the construction team who are building the flood defense scheme to protect 400 homes and businesses in the village.
A construction open day is being held at Mytholmroyd Community Centre on Thursday 22 March, 11am – 8pm, for members of the community to drop in to find out more about the Mytholmroyd Flood Alleviation Scheme which will cost in the region of £30m.
The scheme has been developed by the Environment Agency in partnership with Calderdale Council and is expected to be completed by Winter 2019.
Design and construction of the scheme has been carried out by main contractor VBA, a joint venture comprising VolkerStevin, Boskalis Westminster and SNC-Lavalin’s Atkins business.
Vital works to be completed as part of the scheme include construction of new, raised and improved flood walls, relocation of Caldene Bridge, widening of the river channel at key locations and flood proofing of the buildings next to the river.
During the next stage of the scheme, which begins in April, drainage improvements will be made along Burnley Road to reduce the risk of surface water flooding.


Marine Water Pump model 4860-97 Naval Bronze Straight Centrifugal
pump is designed for low pressure salt water wash down and
recirculating applications. Live wells, chemicals. The pump has
been sized for saltwater (1.03 specific gravity). The u...
These pumps are designed for the circulation and spraying of
coolants and cutting oils. Pumps are available with Composite
semi-open impellers or Stainless Steel impeller, for added
corrosion/erosion resistance and durability.


When it is completed, it will be one of the world’s biggest feats of engineering. China’s South-North Water Diversion Project, initially a vision of Mao’s, will take water from the south of the country to the arid northern region, including the capital Beijing, which suffers from water shortages.
The ambitious project has been under construction since 2002 and it is expected to take almost 50 years for all sections to be complete. It aims to pump almost 45 billion cubic metres of water a year to the north, equivalent to the water flow in the Yellow River in northern China. The water will be pumped from the Yangtze river and its basin.
Testing started last week on the first phase of the eastern part of the project and according to the state-controlled newspaper China Daily, this part of the project will start operation later this year. This phase will transfer water from Jiangdu in Jiangsu Province which is located on the Yangtze River to Shandong Province along the Beijing-Hangzhou Grand Canal.
Read more from The Guardian


Lat: 32.78N, Lon: 96.8W
Wx Zone: TXZ119
|Select the Advisory Below for Detail.|
| ||Issued: 914 AM CDT MON MAY 30 2016|
| ||Expires: 1036 PM CDT WED JUN 01 2016|
Issue Date: 914 AM CDT MON MAY 30 2016
Expiration: 1036 PM CDT WED JUN 01 2016
...The Flood Warning continues for the following areas in Texas...
Elm Fork Trinity River Near Carrollton Affecting Dallas County
Trinity River At Dallas Affecting Dallas County
Trinity River Near Long Lake (Oakwood) Affecting Anderson...
Freestone and Leon Counties
West Fork Trinity River Near Boyd Affecting Wise County
Do not drive cars through flooded areas.
Caution is urged when walking near riverbanks.
Stay tuned to NOAA All Hazards Radio for the latest river forecasts.
914 AM CDT MON MAY 30 2016
The Flood Warning continues for
The Trinity River At Dallas.
* At 0800 AM Monday the stage was 31.67 feet.
* Flood stage is 30 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Forecast...The river will continue rising to a crest near 32 feet
by Tuesday after midnight. The river should fall below flood stage
late Wednesday morning.
* At 32 feet, Minor flooding of agricultural lands used for cattle
grazing will occur. Low water crossings near the river will begin
LAT...LON 3275 9693 3281 9693 3283 9683 3275 9671
3269 9676 3278 9687


The Orville Road setback revetment project will protect two miles of Orville Road between Electron Road and 249th Street East near Orting. The existing levee and revetment along the Orville Road side of the Puyallup River have been damaged in multiple locations due to the river channel migrating toward Orville Road.
Using engineered log jams, the project will construct a new revetment setback from the river to provide protection to Orville Road while allowing the river to reconnect with its floodplain.
Upon completion the project will feature over 100 engineered log jams, remove approximately 3,000 linear feet of damage prone levee, and reconnect approximately 70-acres of floodplain with the river.
Benefits of this project include:
Reduces flood risk along Orville Road and surrounding properties.
Stabilizes river channel away from existing development.
Enhances salmon habitat.
Flood prone properties have been purchased within the project area using a combination of Salmon Recovery Funding Board grants and Flood Control Zone District funds.
David Davis Project Manager Phone: (253) 798-6157 Fax: (253) 798-7709 [email protected]
Mailing Address 2702 S 42nd St. Ste. 109 Tacoma, WA 98409
The Orville Road setback revetment project will protect two miles of Orville Road between Electron Road and 249th Street East near Orting.
The fifth and final phase, 2C-Year 2, included the installation of 40 engineered log jams and approximately 3,000 linear feet of existing levee removal. The project was completed in November 2022 by Active Construction Inc. of Puyallup.
Phase 1 was completed in 2013. The project constructed about 700 feet of setback revetment made of discontinuous engineered log jams (ELJs), and 6 ELJs placed on the gravel bar to deflect flows away from Orville Road. The setback revetment protects Orville Road and provides salmon habitat.
This $1.2 million phase addressed the area just downstream of the Champion Bridge. Construction included 28 engineered log jams along the existing levee to create smaller side channels that are less erosive and provide salmon habitat.


The Uzbek government has decided not to undertake a second phase of development at the Tupolang hydroelectric power plant in the Surkhandarya region, according to the Interfax news agency.
The decision is said to be based upon limitations concerning the capacity of the plant’s reservoir. A contract for the supply of equipment worth US$27.5M by China’s CNEEC energy corporation has been annulled, but CNEEC will instead be offered participation in the construction of the Akhangaran and Andizhan hydro power plants.
The 30MW Tupolang scheme was scheduled to start operation in late March this year. Work on the plant started in 1992 under a programme to develop small hydroelectric power plants in Uzbekistan.


Simulation Algorithm and Validation of a Photovoltaic Water Pumping System
Abstract: A photovoltaic (PV) water pumping system has been modelled using TRNSYS considering a power supply, a direct current (DC)/alternating current (AC) inverter, an AC induction motor, a centrifugal pump, a well, a water storage tank, and an overflow protection device. The model emulates actual pumping head curves, uses numerical methods to determine pumpsystem working points, and includes a storage tank as a component in the system. It simulates PV-powered water pumping systems, constant voltage tracking, voltage frequency modulation, and maximum power point tracking algorithms; variable inverter frequency with variable motor efficiency, variable inverter frequency with constant motor efficiency, and constant inverter frequency with variable motor efficiency algorithms. It also has the facility to calculate the accumulated unused part of the PV energy owing to the pump reaching its maximum capacity limit. Model validation was accomplished by comparing simulated results with both the laboratory measurements and long-term field data from Jordan; good match and accuracy have been achieved.


|Minimum Order Quantity||1 Number|
|Design Type||gear pump|
|Motor Horsepower||3 HP|
|Max Flow Rate||50 LPM|
|Motor Speed||1440 RPM|
Barrel oil pump
Fluid Tech Systems offers “ROTOFLUID” brand gear pump Model “FTMB” (Mono block Gear Pump, Fluid Transfer Gear Pump) which is pre-lubrication motorized type positive displacement rotary gear pump that is why it is called Monoblock rotary gear pump. The design of the pump consider spacing saving in on elegant outlook. These pumps are with single helical, refined gear pair and hardened and grind finished shaft. The stuffing box is relieved to suction to prevent any pressure built ups to avoid leakages through shafts. The motorized pumps set in monoblock design ensure perfect alignments and saves space & reduces down time. The suction and delivery connection are available in 1/2", 3/4" and 1" size. These pumps can be operated up to pressure of 5kg/cm² with maximum temperature up to 80ºC.
|Minimum Order Quantity||1 Piece|
|Max Flow Rate||6000 LPH|
|Rotary Speed||1440 RPM|
Industrial Oil Burner LDO pump
Fluid Tech Systems offer “ROTOFLUID” brand internal gear pump Model “FIG” (Fuel injection Internal Gear Pump, LDO Gear Pump, Burner Firing Gear Pump, Boiler Firing Gear Pump, FIG Pump, HSD Gear Pump, Diesel Filling Gear Pump) which is high precision and fuel pressuring type positive displacement internal gear pump which prepared by graded cast iron. These nitrated gear , shafted rotor give better performance with closed tolerance to give long life. Model “FIG” is flange mounted. These pumps are self priming type produces maximum, vacuum determined by the cavity between the gear teeth. These pumps modified profile teeth cutting to give accurate capacity with in the pressure range. These pumps are capable to run liquid up to 500 CST viscosity and up to temperature 200ºc. The sealing is done with mechanical seal to ensure zero leakage.
The suction and delivery connections are available in 3/8",1/2",3/4"and 1" size. Model “FIG” pump come in a capacity Range of 60 LPH to 6000 LPH with operating pressure up to 35 kg/cm², yet for continuous duty maximum recommended pressure is 30kg/cm². These pumps can also be used at 2800 RPM. The capacity will have approx double of normal duty condition. These pump can be run both clock and anti clock direction as per requirement


Water level in Mangla Dam recedes to dead level
1242 feet is the maximum conservation of water in the reservoir of the country,s largest dam located in Mirpur district of AJK.
The position of the river inflows and outflows at Tarbela, Mangla and Chashma along with reservoirs levels and the barrages on Monday was reported as under:-
Rivers: Indus at Tarbela: Inflows 22300 cusecs and Outflows 20000 cusecs, Kabul at Nowshera: Inflows 16300 cusecs and Outflows 16300 cusecs, Jhelum at Mangla: Inflows 38100 cusecs and Outflows 31900 cusecs, Chenab at Marala: Inflows 14900 cusecs and Outflows 6500 cusecs.
Barrages: Jinnah: Inflows 51200 cusecs and Outflows 49200 cusecs, Chashma: Inflows 42200 cusecs and Outflows 35000 cusecs, Taunsa: Inflows 21100 cusecs and Outflows 21100 cusecs, Panjnad: Inflows 2800 cusecs and Outflows 2800 cusecs, Guddu: Inflows 22200 cusecs and Outflows 19900 cusecs, Sukkur: Inflows 16100 cusecs and Outflows 3300 cusecs, Kotri: Inflows 3000 cusecs and Outflows Nil.
Reservoirs ( Level and Storage):
Tarbela: Minimum operating level 1380 feet, present level 1384.85 feet, maximum conservation level 1550 feet, live storage today 0.055 million acre feet (MAF).
Mangla: Minimum operating level 1040 feet, present level 1068.45 feet, maximum conservation level 1242 feet, live storage today 0.175 MAF.
Chashma: Minimum operating level 637 feet, present level 642.30 feet, maximum conservation level 649 feet, live storage today 0.186 MAF.
The inflows and outflows of River Indus at Tarbela and Chashma, River Kabul at Nowshera and River Jhelum at Mangla have been reflected as mean flows of 24 hours, whereas the other flows have been gauged at 6.00 a.m.


Issued by NWS Oklahoma City, OK
FGUS84 KOUN 291926
National Weather Service Norman OK
226 PM CDT Wed Mar 29 2017
...A crest below flood stage is forecast for the following location
along the Red River...
For the Red River near Burkburnett...
* Flood stage is 9.0 feet.
* The latest stage was 7.42 feet at 1 PM Wednesday.
* The Red River is forecast to remain near or slightly above 7 feet
through Friday morning.
* Impact...When the Red River reaches 8.0 feet near Burkburnett...Near
bankfull conditions extend along the Red River near Davidson...
Oklahoma downstream to areas near Burkburnett and Taylor...


The installation of the curbstones and the storm watering network is well under way at Sh. Milandhoo
22 August 2022
The construction of a storm watering network and the installation of curbstones are both underway as part of the road development project in Sh. Milandhoo.
Milandhoo road development project was signed on March 12, 2020. The project is scheduled to be completed within 705 days. The project was awarded to RDC for MVR 156,477,632.23 and is being carried out under the design and building policy of Major Roads at Sh. Milandhoo.


Madhucon Projects Limited, an infrastructure development company, has been awarded a contract from Uttarakhand Jal Vidyut Nigam Limited (UJVNL) to develop three hydro power projects totaling 75 MW.
The planned projects, which will be executed on a build, operate and transfer basis, include the Agastyamuni, Tilwara-I, and Tilwara-II hydro projects, with a capacity of 25 MW each.
The hydroelectric projects are located in the tributary Mandakini of River Alaknanda in Rudrapryag district.
Madhucon will be operating these projects for a period of 35 years, the company said in a filing to the Bombay Stock Exchange.
UJVNL is a wholly owned corporation of the Government of Uttarakhand set up for managing hydro power generation at existing power stations and development and promotions of new hydro projects
For more hydropower news and information, click here


This cast iron 1/2 HP sewage pump is ideal for high volume removal applications. This pump is capable of handling 2" diameter solid materials with a vortex style impeller. The discharge is 2" FNPT and includes a 20' cord. The switch is a tethered style that is suitable for basins 18" and larger. This pump can be used for effluent and sewage applications.


Flood Protection and Revitalisation of the Floodplain Selhofen-Zopfe, Left Bank of the River Aare
Flood protection on the left bank of the River Aare in the communities Belp and Kehrsatz was comprehensively rehabilitated over a length of 2.4 km from Auguet bridge to the mouth of the River Gürbe. The River Aare was widened at Selhofen-Zopfe as part of floodplain revitalisation work. The measures are part of the project: “Flood Protection and Floodplain Revitalisation of the River Aare/mouth of the River Grübe”.
The River Giesse flowing behind the Aare Dam was diverted, the new course was structured and secured and the Giesse Dam was backfilled along a length of 1,150m. New ponds were created for amphibians.
Around 1.2 km of the River Aare was widened by up to 200 m to enable revitalisation of the floodplain in Selhofen-Zopfe and development of a new gravelscape and wetlands.
A new 2.3 km long flood defence dam was built and the level of the existing Aare Dam was raised. 800m of the Aare Dam was strengthened against erosion in the event of overload.
As protection for the Aare Dam the existing concrete structures were removed and replaced by natural stone groynes. To increase flow and structural diversity three micro-groynes were constructed which in addition to upgrading the River Aare along the entire river bed also improve the dynamics on the inner bank and reduce the load on the bank protection along the cut bank.
- Length of the R. Aare section: 2.4 km
- New course of the River Giesse: 1,400 m
- Removal of concrete (groynes, controls): 13,000 m3
- Riprap: 23,000 t
- Embankment material: Approx. 30,000 m3
- Dam works: Approx. 77,000 m3
- Construction of new Aare Dam: 1,200 m
- Construction of new Giesse Dam: 1,150m
- Construction of new groynes: 26 pcs.
- Micro-groynes: 3 pcs.
- Excavation / removal: Approx. 47,000 m3
Scope of services
- Detailed project
- Project execution, incl. construction supervision


The orifice throttle pipelines with large pressure drop suffer damages from two aspects: high frequency vibration caused by cavitation and low frequency vibration caused by high flow velocity. In order to solve the vibration phenomenon of typical throttling pipe with large pressure drop in the system of nuclear power plant, the key hydraulic characteristics such as pressure drop, flow velocity, streamline and eddy current were simulated and analyzed for single-stage orifice throttling pipe. The negative pressure area was found in the downstream of the orifice, where cavitation occurred. Eddy current was formed due to the large local velocity caused by the orifice plate jet. Then, the throttle performance of multi-stage concentric orifice plates was evaluated by means of blockage pressure drop method. The cavitation damage was relieved greatly. But it was not eliminated, especially in the last stage orifice. The expanding type five-stage orifice plate was designed according to pressure drop stage-decreasing principle, with which the possibility of cavitation was eliminated but large pressure drop resulted in large flow velocity at the downstream of the first orifice plate. Multi-stage eccentric orifice plate was designed with the consideration both in cavitation characteristics and velocity distribution, which could eliminate the harm of cavitation and reduce the low frequency vibration caused by large flow velocity to a maximum extent. As a result, multistage eccentric orifice plates could be recommended as an optimized design scheme for the vibration control of the orifice piping with large pressure drop.
- Nuclear Engineering Division
Numerical Simulations on Throttle Characteristic With Large Pressure Drop and Optimal Design of the Orifice Plate
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Chen, H, Jue, W, Cong, W, Zili, G, Zhen, J, Anmin, Y, Lei, C, & Yi, L. "Numerical Simulations on Throttle Characteristic With Large Pressure Drop and Optimal Design of the Orifice Plate." Proceedings of the 2018 26th International Conference on Nuclear Engineering. Volume 8: Computational Fluid Dynamics (CFD); Nuclear Education and Public Acceptance. London, England. July 22–26, 2018. V008T09A006. ASME. https://doi.org/10.1115/ICONE26-81191
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Risk analysis for seasonal flood-limited water level under uncertainties
- Zhou, Yanlai, Guo, Shenglian, Xu, Jijun, Zhao, Xiaofeng, Zhai, Lini
- Journal of hydro-environment research 2015 v.9 no.4 pp. 569-581
- Monte Carlo method, acceptable risk, case studies, flood control, floods, models, risk analysis, uncertainty, uncertainty analysis, water utilization, China
- For floodwater utilization, seasonal flood-limited water level (FLWL) plays a more and more role in compromising between flood control and beneficial use in reservoir operation during flood season. The prerequisite of determining a seasonal FLWL is that flood control risks should not be increased in reservoir operation as compared with the original operating rule using a fixed FLWL. In this paper, a risk analysis model for deriving seasonal FLWL that considers uncertainties of hydrology, hydraulic condition and reservoir volume is proposed and developed. The risk analysis model consists of three modules: the first is a hydrological uncertainty analysis module, the second is a hydraulic uncertainty analysis module, as well as the third is a reservoir volume uncertainty analysis module. The acceptable risk constraints are given, and the upper limitation of seasonal FLWL is estimated by using Monte Carlo simulation. The China’ Wanjiazhai reservoir (WR) is selected as a case study. The application results show that (1) the hydrological uncertainty and the reservoir volume uncertainty are major contribution factors to seasonal FLWL while the discharge capacity uncertainty is inapparent influence of seasonal FLWL, (2) the most reasonable upper limitations of seasonal FLWL in WR during main-flood and post-flood seasons are 972.3 and 974.1 m, respectively, which considers hydrological uncertainty, minimum hydraulic capability and minimum reservoir volume. The relative magnitudes of seasonal FLWL and the flood water utilization rates during main-flood and post-flood seasons are 0.65% and 61.05%, as well as 0.84% and 81.60%, respectively. Seasonal FLWL can effectively enhance flood water utilization rate without lowering the annual flood control standard compared with annual FLWL.


Stormwater Drainage System
League City, TX
Calder Road, League City, Texas
– Drainage System for the Calder Rd for 6,000 ft. from Ervin to Cross Colony Dr. in two drainage basins. The project consists of storm sewer system design to the criteria of 2-yr, 10-yr, and 100-yr events; Evaluation of project hydrology for both existing and proposed conditions; Develop drainage area maps including off-site areas; Perform overland flow analysis, ponding analysis, inlet design and sizing, trunk line sizing, and laterals; Design of Detention Pond System, interconnections and discharge to outfalls.
Microstation Geopak Drainage is being used in Bentley’s Projectwise environment


Baku-Tbilisi-Ceyhan pipeline project
In order to implement the project of the main export oil pipeline Baku-Tbilisi-Jeyhan, which is of strategic importance for transporting oil to world markets, ensuring the long-term benefits of Azerbaijan, developing large-scale international economic cooperation and increasing oil production in the region, intense negotiations were held with world leaders that successfully completed.
4 billion dollars was spent for the construction of an oil pipeline with a length of 1774 km, extending from the Sangachal terminal to the Mediterranean port of Turkey Jeyhan. The BTJ oil pipeline provides pumping of 50 million tons of Azerbaijani oil per year. At present, over 2 million barrels of oil are pumped daily through this oil pipeline.
Taking into account the scale of the project, the number of construction companies was too many, each with a specific functionality.
The following works were entrusted to EVRACON Corporation:
- Concrete works;
- Hore protection work;
- Construction of barrage;
- Access roads.
As well as the construction of a pumping station PSA2 in the Yevlakh region, including:
- Work on the construction of tubular crossings on the collective drains C-1;
- Work on cleaning and restoration of the collective drainage С-1 with a length of 5200 m;
- Work on the construction of closed drains for protection against groundwater along the perimeter of the pumped pumping station of BTJ oil pipeline;
- Restoration of the channel along the VKK;
- Work on the construction of a closed drain D-1 - L = 900 m.


Guardiaregia - Italy
Ente Risorse Idriche del Molise (ERIM)
1969 – 2006
Description for Arcichiaro (Italy)
Rockfill dam with bituminous facing (BFRd) with a reservoir for irrigation, industrial purposes, water supply and hydropower generation
- Catchment (A = 21.8 km²)
- Reservoir (V = 11.1 Mm³)
- Bituminous Faced Rockfill dam (H = 89.3 m, L_crest = 270 m, V = 1.2 Mm³, A_face = 136'000 m²)
- Concrete Weir (H = 29 m, L_crest = 38.6 m, V = 16'000 m³)
- Spillway (L_tot = 85 m, Q = 447 m³/s)
- Penstock (L = 3.2 km, D = 1.3 m)
- Power house (L x W = 30 x 10 m, Q_turb = 2.3 m³/s, E = 9 GWh/y)
- Transmission line (L = 5.5 km)
- Access road (L = 3.1 Km, No. 2 bridges)
- Tunnel (L = 1'000 m, H = 3.7 m, W = 4 m)
Limonlu HPP comprises 4 power plants in cascade to be constructed in 2 phases...
Dabus HPP cascade is located on the Dabus river, a north-flowing tributary of...
Lower Diamphwe (Malawi)
This project includes the Lower Diamphwe Multipurpose Dam and associated...
Santu Miali (Italy)
Refurbishment of the Santu Miali hydropower plant
Rio Mannu (Italy)
Concrete gravity dam for water supply and irrigation to be constructed in two...
Roma Est (Italy)
Sewage treatment plant for domestic and industrial waste water.
Alto Temo (Italy)
Water storage plant for irrigation purposes with a capacity of 90 Mm³
Carpat PSP (Romania)
Pumped storage plant with an installed power of 300 MW.
Multi-purpose project on Lake Tana, including hydropower plant and irrigation...


Hydrapro seals the deal...
HydraPro Bahrain Seals the Deal…..awarded first export order to Mozambique , Midal Cables.
Furnace door Hydraulic system complete design, fabrication, supply of Hydraulic power pack for furnace door opening with Hydraulic cylinder of 10ton capacity with high temperature protective boot.
Hydraulic power pack – 200 ltr tank.
Electrical motor – 7.5 HP, Pump Flow – 20 LPM, WP : 200 Bar


Stainless Steel Vertical Multistage Pump
Performance Range : (50HZ and 60HZ)
1. Capacity : up to 250 m3/h
2. Head : up to305m
3. Speed : up to 3600rpm
4. Power : up to 200kw
5. Voltage : 220V to 480V
6. Temperature range : Within 120 Deg C
8. Working pressure : Within 40bar
CDL/CDLF is vertical multistage pump which is multifunctional products. It can be used to convey various medium from tap water to industrial liquid at different temperature and with different flow rate and pressure. CDL type is applicable to conveying non-corrosive liquid, While CDLF is suitable for slightly corrosive liquid.
Cooling water system,Municipal water supply and boosting,Domestic water supply,Irrigation,General industry services,washing plants,Boiler feed and condensate system,Water treatment.
Operation Condition :
Thin, clean, non-flammable and non-explosive liquid containing no solid granules and fibers.
Normal temperature type: -15~+70,
Hot water type: +70~+120
Ambient temperature: Up to +40
Altitude: Up to 1000m
CDL/CDLF is a kind of vertical non-self priming multistage centrifugal pump, which is driven by a standard electric motor. The motor output shaft directly connects with the pump shaft through a coupling. The pressure-resistant cylinder and flow passage components are fixed between pump head and in-and outlet section with tie-bar bolts. The inlet and outlet are located at the pump bottom at the same plane. This kind of pump can be equipped with an intelligent protector to effectively prevent it from dry-running, out-of-phase and overload.
Electric motor :
Full-enclosed air-blast two-pole standard motor
Protection class: IP55
Insulation class: F


tubra® level indicators
Fittings for level indicators
tuxhorn® liquid level indicator for every application
water level gauges with or without liquid level tube in various designs, oil level gauges and a wide range of accessories
We offer a wide range of liquid level indicators. Just contact us, we will find the right product for your application.
tubra® water level indicator with liquid level tube borosilicate glass
for checking the water level in pressure vessels according to DIN 4810.
Max. 100 °C, PN10, media: water, oil Body material: CW617N (2.0402)
Seal: EPDM + NBR, handwheel: metal, red, liquid level tube: borosilicate,
Protection tube: 2.0401
tubra® oil level indicator self-closing with drain ball valve
for visual level indication in liquid containers.
Model with drain ball valve.
Max. 100 °C, PN10, medium: oil
Housing material: CW617N (2.0402)
for pressure indication for tubra® fittings
Media: water, oil
Max. 100 °C, PN6
tubra® selection of other valves
Supply fittings are used for the protection of pressurized and unpressurized systems