John Blue Cast Iron Centrifugal Pump With Hydraulic Motor
- This is a 2" self-priming, hydraulic driven pump with a maximum capacity of 152 gpm.
- At 25 psi, it has a capacity of 112 gpm, and a maximum pressure of 42 psi at shut-off.
- The maximum speed is 3600 rpm.
- Maximum power is 5 hp.
- Includes a 2" FPT inlet and outlet.
This pump is made with a patented Vac-U-Seal impeller which makes a vacuum between the mechanical seal and impeller. It has a longer seal life with reduced wear on the seal because of the minimized pressure on the seal face.
A closed impeller design helps to boost the life of the drive motor because of the decreased thrust loading put on it. The life of the whole unit is strengthened and enhanced as a result of abrasion and corrosion on the extra thick cast walls.
Another main benefit of this pump is the wet seal design that makes it so it can be run dry for long periods of time without damaging the mechanical seal faces. This is because of the ongoing lubrication of the seal faces from the double wet seal, making this a versatile pump.


The original ‘puddle sucker’ is suitable for pumping large or small areas of nuisance water found on flat surfaces. The pump can be used in water that contains sand and silt in suspension without a drop in performance or reliablility.
Dia. x H
|196 x 316 mm


This federal project calls for dredging the inlet to increase its depth and width. The dredged sediment will be deposited along the shoreline west of the inlet.
Army Corps of Engineers "Lake Montauk Harbor Navigation Improvements Feasibility Study" Final Report: https://www.nan.usace.army.mil/Missions/Civil-Works/Projects-in-New-York/Lake-Montauk-Harbor/
Montauk Inlet Dredging Project Update - Presented at East Hampton Town Board Work Session, September 6, 2022: http://ehamptonny.gov/DocumentCenter/View/14209/Montauk-Inlet-Dredging-9-6-2022?bidId=
The Lake Montauk Navigational Improvement Project will increase the maintenance dredging of the Lake Montauk inlet from 12 ft. to 17 ft. at mean lower low water; resulting in safer navigation, especially for deeper draft vessels, and less frequent dredging intervals.
The dredged material, which consists of an estimated 145,000 cubic yards of beach compatible sediment, will be deposited along the shorelines of the easternmost properties west of the inlet. The exact dimensions of the sand placement will be determined by the specific volume of sediment within the inlet at time the dredging occurs and the participation of the private property owners closest to the western jetty.
The Army Corps anticipates beginning this project in the fall of 2023.
US Army Corps Lake Montauk Harbor Navigation Improvement Project
Town Board Work Session Presentation -- March 7, 2023


The National Weather Service in St. Louis has issued a
* Flood Warning for
the Kaskaskia River at Vandalia
* from Wednesday morning to Friday evening.
* At 12:00 PM Tuesday the stage was 16.5 feet.
* Flood stage is 18.0 feet.
* Minor flooding is forecast.
* The river is forecast to rise above flood stage by tomorrow late
morning and crest near 19.5 feet by early Thursday morning. The
river is forecast to fall below flood stage by Thursday before
* Impact: At 18.0 feet…Flood Stage. Minor flooding begins.
Unprotected farmland begins to flood.
Fld Latest 7 a.m. Forecast
LOCATION Stg Obs Stg 06/13 06/14 06/15 06/16 06/17
Vandalia 18.0 16.47 17.4 19.4 15.3 8.6 7.1


Bartley Consultants were commissioned by the former Auckland City Council to investigate flooding occurring at Mulberry Grove School, Great Barrier Island. The flooding occurred whenever the adjacent stream exceeded the capacity of the road culverts and the road was overtopped. The flooding extended into the carpark area of the adjacent school.
Bartley Consultants carried out a stormwater analysis for the catchment area upstream of the road culverts in accordance with the former ARC document TP108. The US Army of Corps Hydraulic Engineering Centre (HEC) Hydraulic Modelling System (HMS) and River Analysis System (RAS) software was used to model the existing stormwater flows, determine the capacity of the existing culverts and to model potential flood mitigation options.
A number of flood mitigation options were assessed and in conjunction with Auckland City Council a decision was made to install a new 2.5m wide by 1.5m high box culvert next to the existing box culverts. Bartley Consultants prepared the supporting design documentation required for the resource and building consent applications. Construction drawings were also prepared and the implementation of the works was supervised by one of Bartley Consultants experienced site engineers. One of the main challenges on this project involved keeping the road open during the construction of the culvert. This required a collaborative approach, between our site engineer and the road maintenance contractor on Great Barrier Island, in order to find workable solutions using locally available resources. The work was completed in 2010.


3.30 MW Small Scale Hydro Power project by Nanal Hydro Power Consultancy Pvt. Ltd.Active
The proposed project activity is promoted by Nanal Hydro Power Consultancy Pvt. Ltd. (herein after called as project proponent ‘PP’). The proposed project activity is installation and operation of 2 Francis Hydro Turbine Generators having individual capacity 1650 kW with aggregated installed capacity of 3.30 MW in District - Chamba, Himachal Pradesh state of India. This project activity is also called as Hysrund small hydroelectric power (SHEP) project.


We are providing to the customers a wide range of technically sound and precision made Hydraulic Baling Press For Waste Paper at very competitive prices.
Manufacturer and Supplier Of Hydraulic Power Press, Hydraulic Press Brake Machine, Hydraulic Press Brakes Machine, Hydraulic Power Press Machine, Rajkot, Gujarat, India
POCLAIN HYDRAULICS has become the world leader in hydrostatic transmissions based on high performance cam-lobe radial-piston motors.
Hydraulic Press & Paper Machine Bhagawati Swayam Rojgar Kendra, Pune provides Hydraulic Stand, Paper Cup Machine, Milk Product and Paper Hydraulic Press for
How to make a homemade hydraulic press with a car jack, u channel steel (u beam) and threaded bar. It is not finished. The jack should be bolt down or
Rotork worked closely with the three main oil companies in India, leading to the selection of Rotork Skilmatic SI/EH electro-hydraulic over 1600 Skilmatic
We are Manufacturer and Exporter of Hydraulic Filter Press in India, Also a Supplier of Hydraulic Filter Press in Bilimora
Manufacturer and Exporter of Hydraulic Presses, Pillar Type Hydraulic Press, Mobile Hydraulic Press, H Type Hydraulic Press, Hydraulic Tool Press and C Type Hydraulic
Hydraulic Press We are manufacturer and supplier of hydraulic press like paper hydraulic press since 2004 Bhagawati Swayam Rojgar Kendra, Pune, Maharashtra, India
Manufacturer and Supplier Of Hydraulic Press H Frame Type Machine, Hydraulic Round Bar Shearing Press, Rajkot, Gujarat, India
Hydraulic Presses Manufacturers and exporters of hydraulic presses which includes custom built hydraulic presses, 'h' type Hydraulic Presses, fabricated 4-column
Want to sell shearing machines, hydraulic presses, mechanical presses, pneumatic power press, power presses, cross shaft power presses, hydraulic shearing machine
Manufacturer and Exporter of Hydraulic Baling Press offered by Oham Engineers, Ahmedabad, Gujarat, India.
Manufacturer and suppliers of standard and custom built hydraulic press machines like pillar type, h type, c frame (open throat), closed body (windows) presses.
Vima Engineers India's leading manufacturer of hydraulic press, hydraulic cylinder, hydraulic equipment and systems Vasai, India.
The Company N.VIR engineers Hydraulic Press Manufacturer Company has established its business on the foundation of efforts,organization manufacturers hydraulic
Hydraulic C Frame Press can be used for simple Pressing, Stamping and also for die cushion that manufacture by iPan Machineries India Pvt Ltd.
Hydraulic Presses Indian Power Press is the pioneer manufacturer and suppliers of high quality Hydraulic Presses in Delhi Ncr,India
Manufacturer and Supplier of Hydraulic Press, Hydraulic Workshop Press, Hydraulic Bale Cutter, Hydraulic Pillar Press and Hydraulic Pillar Type Press offered by
Manufacturer and Exporter of Hydraulic Press, Dry Grass Pressing Machine, Hydraulic 4 Pillar Press, Hydraulic C Frame Press and Hydraulic Horizontal Press offered by


04 Oct Work on design and build of Ha. Ihavandhoo Harbor Development Project is ongoing
Work on design and build of Ha. Ihavandhoo Harbor Development Project is ongoing, with overall 66% project progress. The final shipment of precast concrete blocks required for quay wall construction have been delivered to the project site on 2nd October 2021. Installation of harbor pavement is currently ongoing.
Scope of works for the project include dredging and excavation operations of 30,509cbm; the construction of a 95m quay wall; a 284m breakwater; and a 178m revetment. Additionally, the installation of navigation lights, installation of streetlights and construction of 4,582sqm of paved area will also be undertaken. The value of the project is MVR 62.3 million.


SA Power have two solutions for pumping applications. Larger power systems up to 3,000 kW are realised with CG Emotron controllers. These controllers ensure soft start reducing mechanical stress, linear ramps protecting against water hammer, early warning systems to prevent dry running and cavitation as well as variable flow or constant pressure solutions.
Lenze i500 Protec to 22 kW IP66 and to 75 kW IP54 suitable to decentralised installations in pump houses. With dedicated pump software including ramps, PID control and network connectivity, they are ideal solutions with low installation costs.


The project has a total capacity of 250MW and is expected to last between 60 to 80 years, according to the Dubai Media Office.
The consultancy contract covers design, hydro-geological, geological, environmental, geotechnical, and deep excavation studies. It also includes consultancy on deep-water tunnel designs, the dam and hydroelectric power station, the tender for material supply, supervision of construction work, site installation, on-site testing and commissioning.
“The hydroelectric plant costs $522.7 million. It is part of the Hatta Comprehensive Development Plan, launched by HH Sheikh Mohammed bin Rashid Al Maktoum, Vice President and Prime Minister of the UAE and Ruler of Dubai,” HE Saeed Mohammed Al Tayer, MD & CEO of DEWA, was quoted in the report.
Once complete, the power station is expected to generate electricity, by making use of the existing water stored in the Hatta Dam, which can store up to 1,716 million gallons, and an upper reservoir that will be built in the mountain that can store up to 880 million gallons. The upper reservoir will be 300 metres above the dam level.
During off-peak hours, turbines that use clean and cheap solar energy will pump water from the lower dam to the upper reservoir and in peak-load hours, when production costs are high, turbines operated by the speed of waterfall from the upper reservoir will be used to generate electricity and connect it to DEWA’s grid. The efficiency of power production will reach 90% with a 90-second response to demand for electricity.


Employer: “Hidroelektrane Đerdap” Kladovo
Consultant: Institute for Water Resources “Jaroslav Černi” Belgrade
Contractor: « Hidrotehnika-Hidroenergetika » ad Beograd and GP » Tončev Gradnja » Surdulica
Beginning of works: June 2011
Water supply channels Strvno and Čemernik are located within the system of Vlasina HPP. The channels are intended for collection of water and its transfer to Vlasina storage. The works at the project started in June 2011. The planned completion of works is in June 2014.
Strvno channel is draining water of Strvnička reka and Preka Rivers. The supply channel is designed as trapezoid channel, closed with concrete slabs. Partially it is constructed from concrete and partially from the stone placed on cement mortar, with its sides in inclination 1:1. Dimensions of the channel are varying along its route. Length of the channel is about 16 km. There are four water intakes: Preka Reka, Strvna, Mrtvica and Polomski potok, as well as number of small intakes at other water courses intercepted by the channel route. Čemernik channel belongs to the system of gravity supply channels of Vlasina lake, and it has function to drain water from rivers Čemernica and Stefanovska reka. Dimensions of the channels are varying along the route. Length of the channel is about 14 km. At the supply channel there are water intakes Stefanovska reka, Čemernik and Dojčinski potok, as well as number of small intakes.
Works on rehabilitation of supply channels Strvna and Čemernik include the following works:
Channel rehabilitation – includes rehabilitation of channel covering – replacement of unstable, damaged and collapsed slabs of the existing covering with new concrete elements, then rehabilitation of damages of channel lining that is made by placing of pre-fabricated concrete elements into the present river bed with previous regulation of the base, such as rehabilitation of channel seepage by placing of geo-membrane or grouting of cracks.
Rehabilitation of outlet structures – includes removal of existing outlet structure and construction of new together with side walls. These works will be performed in dry season when water level in the storage is low.
Rehabilitation of water intakes – includes works at construction of side outlet for river diversion during the rehabilitation works, regulation in front of the intake area, rehabilitation of inlet grid, construction of winter intake, repair of damages at inlet structure, rehabilitation of outlets.
By the schedule of works it is provided to perform works in 2011 at channel Strvna at the stretch from chainage 12+500 to 15+500 due to the reason that it is the most demanding section of execution of the whole works.
The Contractor is performing the works in accordance with the agreed schedule and until the end of the year the Contractor shall make all planned works at the mentioned stretch of channel Strvna.
Uskočka 8, Belgrade, phone: 011/2181-888, fax:011/2620-548
All rights reserved © 2016 Hidrotehnika-Hidroenergetika a.d.


With about 70 percent of the overall construction completed, the 720-megawatt Karot Hydropower Plant, a major pilot project under the China-Pakistan Economic Corridor (CPEC) and located some 70 km east of Capital Islamabad, is expected to be put into commercial operation by the end of 2021.
“Once it gets functional, the CPEC project will annually generate some 3.2 billion units of clean electricity, meeting the electricity demand of around 5 million local people and optimizing the energy consumption structure in the country, Li Zhili, deputy general manager of Karot Power Company said.
During the construction period, the project has provided tremendous job opportunities to local people, with nearly 5,000 Pakistani employees while the total number of the Chinese staff is just around one-fourth of that of the locals, the deputy general manager told Xinhua.
According to official sources, the project is being constructed at river Jehlum with an estimated cost of US $1420 million. Financial close of the project was achieved in February, 2017 while land acquisition award has also been done.
Similarly, work for the construction of access roads, bridges, concrete batching plant, diversion tunnel and spillway is in process.
The Karot Hydropower Project is a 720MW run-of-river project to be built on the Jhelum River, and is being developed by Karot Power Company (KPCL), a special purpose project in which China Three Gorges South Asia Investment (CSAIL) also holds shares.
The hydropower project (HPP) will have a reservoir storage capacity of 164.5m. The project will help to improve the dependability of the energy supply in the region.


February 20, 2020–5:57 a.m.
NATIONAL WEATHER SERVICE
The Flood Warning continues for the Coosa River near Rome Mayos Bar Lock & Dam Park and the Coosa River near Plant Hammond
At 4 AM Thursday, the stage was 26.4 feet and falling.
Minor flooding is occurring and expected to continue.
Flood stage is 24 feet.
At 26 feet, Minor flooding continues in the woodlands, fields, and pastures along the river upstream and downstream from the gage on the old Lock and Dam behind the Trading Post.
The boat ramp will be completely under water at Lock and Dam Park.
Meanwhile, at 1 PM Wednesday the stage at Plant Hammond was 575.1 feet.
Flood stage is 570 feet and minor flooding is occuring.
At 575 feet, moderate flooding begins. Significant flooding occurs in the woodlands…fields, and pasture along the river upstream and downstream from the gage behind Plant Hammond.
The access road near the intakes behind the plant will be under two feet of water.
The boat ramp near the intakes and a small portion of an access road near and under the Georgia Highway 100 bridge will be under 5 feet of water.


NEW LIWALE POWER STATION
The construction of New Liwale power station started in October 2012. The project was funded by the TANESCO. The foundation stone was laid by the fourth President of the United Republic of Tanzania his Excellency Jakaya Mrisho Kikwete on 03th Dec, 2012.
New Liwale power station started to generate electricity in April 2013.
Liwale New power station is installed with two diesel fired wartisila- vasa 24 engines, each with a capacity of 0.424MW making a total installed capacity of 0.848MW, and the available capacity is also 0.75MW.
New Liwale power station supplies power to liwale districts and near by villages.
The station is operated and maintained by qualified Tanesco staff.


USA: Corps to Solicit Bids for Delaware River Dredging
The U.S. Army Corps of Engineers, Philadelphia District, has announced a plan for the Delaware River dredging project.
This deepening program will include dredging of the Delaware River channel at Philadelphia Harbor and Tinicum Ranges, and dredging of the Delaware River at Beckett Street Terminal, located in the vicinity of Camden.
The solicitation for this development project will be issued on or about 8 August 2013, with bid opening date of 10 September 2013 at 11:00 a.m.
The period of performance will be approximately 180 days, and the estimated cost range of the project is between $25 mln and $100 mln.
Source: fbo.gov, July 24, 2013


A Turkish company will construct five hydroelectric power plants in Albania, a company statement said on Wednesday.
Ayen Enerji Corporation and Albania-based A.S.Energy SH.P.K. consortium has submitted the best offer in the tender for construction of five hydroelectric power plants in Albania.
The Albanian authorities have invited the consortium to sign a contract for the construction of 87.7-megawatt power plants.
The five power plants will have a capacity to generate 377.3-kwh electricity p.a.


$5M for Sigatoka river dredging: Reddy
May 15, 2018 7:17 pm
The Ministry of Waterways has set aside five million dollars for dredging work to be carried out at the Sigatoka River.
Minister for Waterways Dr Mahendra Reddy says the Government tender board has awarded the dredging contract to a contractor.
He says a joint survey will be carried out from this week before the dredging work begins next week.
“Total project cost for the Sigatoka River Dredging from the bridge to the river mouth that will cost us slightly over five million dollars. Duration of the project is seven months and we are looking at a total volume of 750 thousand cubic meter of silt material to be extracted.”
Dr. Reddy says a team is undertaking survey work from the bridge upstream to clean up the debris from the river.
He says dredging the river will reduce the chances of flooding in low lying areas along the river during heavy downpours.


Zarat Seawater Desalination Plant
Construction of a seawater reverse osmosis (SWRO) desalination plant capable to produce 50,000 m³ of drinking water per day, expandable to 100,000 m³
It will supply drinking water to the cities of Gabès, Médenine and Tataouine.
The project includes the construction of:
- the desalination plant itself,
- the seawater pumping system,
- two tanks, each with a storage capacity of 10,000m³
- the seawater intake system composed of pipes diameter 1,800 mm,
- the brine outfall system composed of pipes diameter 1,400 mm,
- the connection to the existing network.
Technical assistance and supervision of the works:
- preparation of tender documents for the works contracts,
- detailed design review,
- supervision of the construction.


Skip to content
LIFE OF RESERVOIR
- Any reservoir cannot last for ever.
- Ultimately all the reservoirs get silted up.
- Silting of the reservoir starts from the day it is created.
- When reservoirs are created some of its capacity is left unused.
- This is the capacity of the reservoir lying below the crest level of the bottom most under sluices.
- This storage capacity which remains unused is know dead storage.
- This dead storage capacity is used to accommodate deposited silt so that effective storage of the reservoir is not affected.
- So long as dead storage capacity of the reservoir is not silted completely, effective storage or useful storage capacity is not affected.
- The process of silting continues even after complete silting of dead storage.
- The further silting affects the effective storage of the reservoir and the reservoir does not have enough water to fully fulfil its obligations.
- Generally useful life of the reservoir is considered terminated when its effective storage is reduced by 20% of the designed capacity of the reservoir.


UBC Theses and Dissertations
A computer-aided design scheme for drainage and runoff systems Battle, Timothy P.
A computer-aided design scheme for both man-made and natural runoff systems is presented. The model uses linear programming to solve Muskingum routing equations through a drainage system, and provides design information through post-optimality (sensitivity) analysis. With the objective of minimizing the peak outflow from the system and using hydrograph ordinates as the decision variables, the output of the linear programming analysis shows the extent that each flow ordinate at every node in the network influences the peak flow at some downstream location. This information can aid the user in speeding up the design process to arrive at an efficient design - i.e., one which either minimizes construction costs or reduces the potential risk of flood damage.
Item Citations and Data


$52 million project at Bagnell dam starts in the spring
ST. LOUIS (AP) — Bagnell Dam and Osage Energy Center at Missouri's Lake of the Ozarks will get a $52 million upgrade starting this spring.
Ameren Missouri said Tuesday that new anchors and concrete will be installed on the downstream side of the dam that provides power to 42,000 homes.
Ameren officials say the last major structural update at Bagnell Dam was completed more than 30 years ago.
The new project is expected to take about 18 months. Ameren says the new anchors will help hold the dam to underlying bedrock, and more than 66 million pounds of new concrete will be added.
No long-term road closures are anticipated and Ameren says the work will not impact energy generation capacity.


Montenegro: HPP Komarnica project preliminary design to be completed in November, SEE Energy News
The preliminary design of the future hydropower plant Komarnica is expected to be completed in November according to Montenegrin state-owned power utility EPCG.
This will create the necessary conditions for the start of construction of this hydropower facility, it was determined in Niksic at a recent regular meeting of EPCG management with representatives of designers – the Jaroslav Cerni Institute of Water Management and the Belgrade-based company Hidroinzenjering.
The preparation of documentation is carried out according to the agreement on joint financing of preparatory works for HPP Komarnica project with a capacity of 172 MW, which EPCG and Serbian state-owned power utility EPS concluded in 1992. It determined that EPCG will participate in the costs of the project with 51 %, and EPS with 49 %.
In January, Montenegrin media reported that the first move of the new management of EPCG will be the realization of the project for the construction of hydropower plant Komarnica, which will be given to Serbian power utility EPS. EPS has long been interested in the construction of HPP Komarnica, and the new management will refer to an alleged contract from the 1980s, which gives Serbia the right to build HPP Komarnica on the basis of research funding. Last August, Montenegrin Government has awarded a concession for the construction of 172 MW HPP Komarnica to EPCG. It was previously agreed that the concession will be awarded directly to EPCG, which will decide whether it will build HPP Komarnica by itself or in partnership, as well as weather it will finance the project by itself or through a loan.


Blackburn Crossing Dam is on the Neches River in Anderson County, Texas and is used for recreation, among other things. Construction was completed in 1971. It has a normal surface area of 40 square miles. It is owned by Upper Neches River Municipal Water Authority.
Blackburn Crossing Dam is of earthen construction. The core is earth. The foundation is soil. Though originally completed in 1971, the structure was modified in 1997. Its height is 75 feet with a length of 5720 feet. Maximum discharge is 187,056 cubic feet per second. Its capacity is 1.045e+06 acre feet. Normal storage is 411,840 acre feet. It drains an area of 839 square miles.


These data record historical data on the water level of the River Nile.
The variables are:
||Annual volume of the Nile River (discharge at Aswan, 10^8 m^3)|
Cobb, G. (1978). The problem of the Nile: conditional solution to a change-point problem. Biometrika 65, 243-251.
Want to suggest features or report bugs for rdrr.io? Use the GitHub issue tracker.


Privately-held BluEarth Renewables Inc. announced Wednesday it has landed fi-nancing to build its 15-megawatt Culliton Creek Hydro Project in B.C. The Calgarybased green power company will use about $77 million from the National Bank of Canada to build the run-of-river hydroelectric project about 90 kilometres north of Vancouver. Construction, expected to take 18 months, started this month. Once completed, the project is expected to generate enough renewable power for 5,900 homes. It has a 30-year energy purchase agreement with BC Hydro. The total capital cost of the project is expected to be $90 million, company spokeswoman Ameera Shivji said.


Hüdig AST Serie - Compact submersible pumps for your construction site!
Waste water submersible pumps of the AST series for construction and similar tough applications.
Hüdig supplements its delivery program in the range of submersible pumps with the AST series. These pumps are specially designed for the smaller power range with an output of up to 750 W, at an operating voltage of 230 V. They are ideal for professional use and are characterized by their good wear resistance and are also inexpensive.
Depending on the type, Hüdig's AST series submersible pumps are suitable for pumping dirty water, sludge and wastewater. The SR and SRA models are additionally equipped with a small agitator. Sedimented material can thus be stirred up and pumped with the surrounding pumped medium water.
To save operating costs, the models are also available with a float switch. In addition, dirty water pumps are also available in a flat suction version. Please refer to the exact specifications and options, which vary depending on the model.


CBEMI – Itaituba Rio Itapacura Mini Hydroelectric Power Plant 38 MW – Para - Project Profile
"CBEMI – Itaituba Rio Itapacura Mini Hydroelectric Power Plant 38 MW – Para - 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 "CBEMI – Itaituba Rio Itapacura Mini Hydroelectric Power Plant 38 MW – Para - 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.
Construtora Brasileira e Mineradora Ltda. (CBEMI) is developing the Itaituba Rio Itapacura Mini Hydroelectric Power Plant over river Itapacura at the municipality of Itaituba, in the state of Para Brazil.
The project involves the construction of barriers, power plant and substation, the installation of turbines and the laying of transmission lines.
The project involves the installation of two mini-hydroelectric power plants (PCHs). The first dam will be 12 m high with power generation capacity of 15MW. It will be known as mini hydroelectric Codo (PCH Cachoeira do Codó). The dam will flood the area of 2.6Km2.
The Second unit will be also on the river Itapacura. It will be known as mini hydroelectric Ébrio (PCH Cachoeira do Ébrio). The dam will be 14 m high with power generation capacity of 23MW. The dam will flood the area of 8.17 km2.
The project will be installed with 30 percent funding from the company resource and rest of the 70 percent will be raised in the market with a loan from National Bank of Development (BNDES).
The public hearing for the project was held in the third quarter of 2011.
Secretario de Estado de Meio Ambiente (SEMBA) has approved preliminary environmental license for the project.
The project is waiting to get approval from Agência Nacional de Energia Elétrica (Aneel).
The project involves the construction of two mini-hydroelectric power plants over river Itapacura at the municipality of Itaituba, in the state of Para Brazil.
The US$102 million project includes the following:
1. Construction of barriers
2. Construction of dams
3. Construction of a power plant
4. Construction of a substation
5. Installation of turbines
6. Laying of transmission linesReasons To Buy
Learn how to effectively navigate the market research process to help guide your organization on the journey to success.Download eBook


Multifunctional Adjustable Pressure Sustaining/Relief Valve
- Model Number: 1350
- Brand Name: GALA
- Minimum Order Quantity: 1 Piece
- Supply Capacity: 50000Piece/month
- Payment: L/C,D/A,D/P,T/T
- Material: DI, Cast Strainless Steel, Bronze
- Pressure: Medium Pressure
- Power: Automatic
- Port Size: DN50-DN600
- Media: water,oil,gas
- Inquiry Now
Multifunctional Adjustable Pressure Sustaining/Relief Valve 1350 Description
The Model 1350 Pressure Sustaining/Relief Valve is a hydraulically operated, pilot-controlled, modulating valve designed to maintain constant upstream pressure within close limits. This valve can be used for pressure relief, pressure sustaining, back pressure, or unloading functions in a by-pass system.
In operation, the valve is actuated by line pressure through a pilot control system, opening fast to maintain steady line pressure but closing gradually to prevent surges. Operation is completely automatic and pressure settings may be easily changed by adjusting screw on top of the pilot.


- Flood Warning issued July 30 at 9:42PM CDT until August 04 at 2:56AM CDT by NWS
- Effective: 9:42 p.m. on Thursday, July 30, 2015
- Expires: 2:56 a.m. on Tuesday, Aug. 4, 2015
...The Flood Warning continues for the following rivers in
Grand River near Pattonsburg affecting Daviess and Gentry Counties.
Grand River near Gallatin affecting Daviess and Livingston
Grand River near Chillicothe affecting Linn and Livingston
Grand River near Sumner affecting Livingston...Carroll...Chariton
and Linn Counties.
Grand River near Brunswick affecting Carroll and Chariton Counties.
The Flood Warning continues for
The Grand River near Sumner.
* until late Monday night.
* At 8:45 PM Thursday the stage was 36.0 feet.
* Flood stage is 26.0 feet.
* Moderate flooding is occurring and Moderate flooding is forecast to continue.
* Forecast...The river will continue rising to near 36.2 feet by
Friday morning. The river will fall below flood stage early Monday
* At 28.0 feet...Rural roads are under water.
* At 26.0 feet...Rural land adjacent to the river is flooded.
* At 23.0 feet...Bottomland 1 to 2 miles south of the gauge begins to
Location FS Stage Day/Time Forecast
Sumner 26 36.0 Thu 09 PM 36.2 Friday morning
- See more at NOAA


Project postponed until 2020.
A pressure rezoning project and construction of a new pump.
About the Project
The Mission Inn Booster Station and Pressure Rezoning Project will involve construction of the Mission Inn Booster Station and related piping to consolidate two existing facilities: the Rubidoux and Mary Evans Booster Stations. Two separate pressure zones and portions of a third pressure zone will be consolidated into one zone to improve fire protection, system reliability, water pressure, and provide better operational efficiency. Construction includes a new pump station at Loring Park, abandonment of the existing Rubidoux and Mary Evans pump stations, and construction of approximately 5,250 linear feet of 8-inch and 12-inch ductile iron water main.
Ward: Ward 1
What: Mission Inn Booster Station & Pressure Rezoning
Where: Redwood Drive between Mission Inn Avenue and Eleventh Street
- Construction of new water facility
- Replacement of old water pipelines and installation of new pipelines
- These two projects will improve system pressures, fire flow support and provide enhanced water system reliability
- Working hours for building construction are from 8:00am to 5:00 pm – Monday through Friday.
For more information about this project contact (951) 826-5311 or email Cheyne Wells at [email protected].
- Improved fire flow protection for all customers within the new consolidated pressure zone
- Improved system reliability with replacement of aged and undersized water pipelines
- Improved operational efficiencies
- Improved access to station for water utility field crews for safe operation and maintenance
- Improved overall water pressure to customers, landscaping along Mission Inn Ave., and Loring and Carlson Parks
- Estimated Total Cost for the New Mission Inn Booster Station ~ $1.5 Million
- Estimated Total Cost of New Water Pipelines ~ $2.7 Million
- Estimated Total Project Cost ~ $4.2 Million


|Home||» Products||» Hydraulic Power Pack||» Hydraulic Power Pack|
Hydraulic Power Pack is used to delivering reliable power for hydraulic systems and generally consists of pump, oil tank, motor, relief valve and filters. It is precisely engineered and manufactured by our team of dedicated professionals using updated technology and tested on varied parameters of quality. The components like relief valves, pressure and flow control valves and solenoid valves are used for high qualities to ensure smooth and trouble free operations. Further, our offered Hydraulic Power Pack is known for their unique features like easy to operate and minimum maintenance.


Wanapum Dam Fish Bypass - Vantage, Wash.
Features include a design-build concrete foundation poured underwater via tremie and precast boxes. The curved walls and flared floor of the chute were built in a 25 ft deep sheetpile coffercell. Stoplog guides, stoplogs and hoist, vertical and inclined gate guides and gates, and associated hydraulic and electrical controls were included in this project. Steel flow fairing structures up to 85-ton were installed on the upstream face of the dam to channel fish to the chute downstream. The project includes 1,300 cu yd of wiresaw concrete demolition, 40,000 cu yd of concrete, and 1,300-tons of structural steel.


Hydraulic crimping head EPC60-CH for connecting to a separate pump is used for crimping cable lugs and connectors of up to 300 mm2 according to DIN. It is suitable for transportation companies, energy supply companies, power stations and their service providers, in switch cabinet construction as well as in industrial cable assembly.
Light-weight crimping head with wide range of applications. Particularly robust and low-maintenance design. Useable with standard 6-t C-shaped crimping dies. Can be combined with usual hydraulic pumps.


IBM RESEARCH / SCIENCE PHOTO LIBRARY IBM RESEARCH / SCIENCE PHOTO LIBRARY
Hydroelectric power turbine. This turbine is part of the 'Linthal 2015' hydroelectric power project. This will be an underground pumped-storage power station. Water will be pumped from Lake Limmern up to Lake Mutt to be used to generate electricity. This is part of the Linth-Limmern complex of power stations, south of Linthal in the canton of Glarus, Switzerland. Photographed in January 2012.
Model release not required. Property release not required.


Hydraulic Flange Spreader
●Lightweight, ergono mic design for ease of use.
●Adjustable jaw widths from 70 to 216 mm for a wide range of applications.
●Single-acting, spring return.
●Supplied with R2 3/8 male coupler and dust cap.
●Operated by hydraulic pump with rated pressure of 700 bar.


Water power stations Solina-Myczkowce operates assets located on the San River. They enjoy an extremely picturesque location, among peaks of the Bieszczady Mountains. The assets comprise two power plants and two reservoirs.
Solina is a peak-load power plant with a pumping component, which plays a significant role in the Polish power system. Prior to its modernisation, the plant‘s installed capacity was 136 MW, increased up to 200 MW following the modernisation. The plant consists of four hydroelectric units. It is located at the foot of Poland‘s highest gravity dam. The available head is 60 m. The higher-elevation reservoir of the plant is the largest artificial lake in Poland.


Altecnic 15mm Pressure Reducing Valve Complete with Gauge 533841H
Hover Over to Zoom In
The Altecnic pressure reducing valve has been designed to provide complete control of inlet pressures up to 12 bar. It covers the use of hot or cold water for domestic and semi commercial applications and is WRAS approved.
One piece cartridge ensures easy servicing and maintenance
All valves have built in filters
Maximum pressure at inlet: 12 bar maximum working temperature: 65°C
Outlet adjustment range: 1-5.5 bar (dynamic control only)


About the Project
This Saskatchewan construction project included a new below-grade concrete pump well structure and wood framed structure above to house new water treatment equipment & electrical systems. The existing water treatment plant was removed from existing mechanical and electrical systems and renovated to include a new office and storage room. Construction also included upgrades to the existing sewage pump station which required a temp. bypass during the upgrade.
- Owner: Town of Saltcoats
- Location: Saltcoats, SK
- Project Value: $2.88M
- Delivery Method: Stipulated Sum


Santa Rosa II hydropower plant
Santa Rosa II hydropower plant is located on the Rio Grande river in the state of Rio de Janeiro.
2008Entered into operation
30 MWInstalled capacity
149.5 GWhAnnual production
The power plant has a total head of approximately 125m and the powerhouse is equipped with three Francis turbines, which receive water through a 4,300m long tunnel, 5.5m in diameter. The RCC dam is 38m high.


Reservoir will have capacity to store 100m litres of water
THE construction of a new state-of-the-art reservoir in Saggart, with a water storage capacity equivalent to 40 Olympic-sized swimming pools, continues to progress, according to Irish Water.
The Irish Water project, which is being carried out in partnership with South Dublin County Council and Dublin City Council, involves the construction of a new, covered, treated storage reservoir and associated pipelines.
The reservoir will have the capacity to store 100 million litres of treated drinking water supplied from the Ballymore Eustace Water Treatment Plant.
The project will also include a new electro chlorination plant and associated infrastructure as well as the construction of approximately 680 metres of the new Slade Valley Trail, which will run along the boundary of Irish Water’s site.
The construction of the new reservoir began in March, and the works mark the first significant investment in the existing Saggart waterworks since it was built in the 1950s.
The current waterworks will be replaced with the new reservoir. At present, the construction of the main reservoir structure and inlet valve house is already underway.
Works to divert the existing supply pipeline have been completed and existing reservoir structures have been removed.
Speaking about the project, Stephen Seymour, portfolio delivery manager with Irish Water, said: “The delivery of this significant project will improve security and resilience of supply to the Greater Dublin Area (GDA), as well as supporting future growth and development.
“It is one of a number of water projects in the GDA that will provide the infrastructure needed to support the building of houses and schools, to attract new industry and to allow companies to expand and grow.
“The size and scale of the task to improve water services for a modern, growing economy shouldn’t be underestimated.
“We have made significant progress, but there is work still to do as we continue to build world-class water infrastructure through our multi-billion programme of investment.
“The new reservoir will have the capacity to store enough water to supply almost 300,000 homes with the water they need for one day.
“It is one of a portfolio of water projects that we are delivering to safeguard the water supply to homes and businesses.”
The construction of the new reservoir is expected to be completed within three years.


« View county listFlood Warning
144 AM CDT THU OCT 2 2014
The Flood Warning continues for
The Missouri River at St Joseph.
* from early this morning to Monday afternoon.
* At 1:30 AM Thursday the stage was 15.0 feet.
* Flood stage is 17.0 feet.
* Moderate flooding is forecast.
* Forecast...Rise above flood stage by early this morning and
continue to rise to near 22.2 feet by Friday morning. The river
will fall below flood stage by early Sunday afternoon.
* At 21.0 feet...Riverfront Park in St. Joseph begins to flood.
* At 19.0 feet...Backwater from the Missouri River floods property
along the Nodaway river at Nodaway, Missouri.
* At 17.0 feet...Lowland flooding upstream and downstream from St.
Location FS Stage Day/Time Forecast
St Joseph 17 15.0 Thu 01 AM 22.2 Friday morning
LAT...LON 3991 9501 3990 9489 3975 9483 3964 9488 3970 9505


Spotlighting the composition of the dam, Agba said: “The dam is built of a new engineering technology utilising the Roller-Compacted Concrete (RCC), which has ensured the shortening of the completion of the core civil construction period by over two years while the Electro-mechanical components especially the four-unit Francis turbines are from the reputable world-class original equipment manufacturers, General Electric.”
He said the plan would help with water supply schemes, irrigation and flood control for communities.
The Project Consultant and Chairman, Decrown West Africa Company Ltd, Engr. Dr Johnson Adewumi said on completion of the project, Nigeria would have delivered a world-class project by every standard.
“This project will deliver 2,630 gigawatts (GWh) of clean, renewable electricity annually from the second-largest dam reservoir in Nigeria.”, said Adewunmi.


Dosatron NDS 14GPM Flow Restrictor 3/4"
FR34-14GPMRegular price $82.50
Shipping calculated at checkout.
3/4" - 14 GPM Max. Flow Restrictors limit the flow of water or fluid in the pipe. It is recommended to install a flow restrictor on the inlet side of the Dosatron unit if there is any possibility of overflowing the unit.
PLEASE CONTACT YOUR SALES REPRESENTATIVE TO ORDER THIS PRODUCT


China 1.5 Hp Water Submersible Pump, 1.5 Hp Water China 1.5 Hp Water Submersible Pump manufacturers - Select 2020 high quality 1.5 Hp Water Submersible Pump products in best price from certified Chinese Water Product manufacturers, Water Through suppliers, wholesalers and factory on Made-in-China
1.5HP Submersible Water Pump 3700GPH for sale online eBay Find many great new & used options and get the best deals for 1.5HP Submersible Water Pump 3700GPH at the best online prices at eBay! Free shipping for many products!4/5(3)
Homdox 1.5 HP Stainless Steel Submersible Sump Pump Dirty Homdox 1.5 HP Stainless Steel Submersible Sump Pump Dirty Clean Water Pump w/ 15ft Cable and Float Switch Rison 3700 GPH Submersible Clean Dirty Water Pump 1.5HP Swimming Pool Pond Flood Drain. Alpine Corporation Alpine PAL3100 Cyclone Pond Pump-3100 Fountains, Waterfalls, and Water Circulation Pump, 3100 GPH, Black3.4/5(14)
1.5HP 4300GPH Stainless Steel Water Submersible Pump Clean Find many great new & used options and get the best deals for 1.5HP 4300GPH Stainless Steel Water Submersible Pump Clean/Dirty Water Pump at the best online prices at eBay! Free shipping for many products!3.8/5(4)
1.5HP Water Submersible Pump Stainless Steel Silver Clear Find many great new & used options and get the best deals for 1.5HP Trash Water Pump Submersible Water Pump Stainless Steel Silver Sewage Pump at the best online prices at eBay! Free shipping for many products!
4" Inch 1.5HP Deep Well Water Pump Submersible Stainless Find many great new & used options and get the best deals for 4" Inch 1.5HP Deep Well Water Pump Submersible Stainless Steel 380FT 24GPM 115V at the best online prices at eBay! Free shipping for many products!
China Pump 1.5hp, China Pump 1.5hp Manufacturers and Alibaba offers 7,050 pump 1.5hp products. About 70% of these are pumps, 6% are solar water pump, and 5% are pool & accessories. A wide variety of pump 1.5hp options are available to you, There are 7,050 pump 1.5hp suppliers, mainly located in Asia. The top supplying country or region is China, which supply 100% of pump 1.5hp respectively.
Submersible Clean/Dirty Water Sump Pump 1.5HP w/water Submersible Clean/Dirty Water Sump Pump 1.5HP w/water level sensor (4 ON/OFF positions, no external float switch) 4860GPH, 26'Head, Thermal Protector, Stainless Steel, Copper Winding - Schraiberpump - - Amazon评论数: 28
1.5HP Stainless Steel Submersible Pump Homself Sump Pump This item 1.5HP Stainless Steel Submersible Pump Homself Sump Pump Clean/Dirty Water Pump (1.5HP Stainless) Superior Pump 91250 Utility Pump, 1/4 HP, Black #1 Best Seller评论数: 15
1.5 HP Submersible 2-Wire Deep Well Water Pump 230-Volt The XtremepowerUS 2 HP Deep Well Submersible Pump The XtremepowerUS 2 HP Deep Well Submersible Pump can be used for deep wells and water reservoirs to deliver potable clean water from underground wells. This deep well pump runs significantly quieter than shallow well pumps, with a water-cooled UL approved motor that runs on standard 230-Volt4.7/5(3)
Amazon: 1.5 hp well pump Homdox Submersible Sump Pump 1.6HP Water Pump Pool Pump Portable Stainless Steel Water Transfer Lawn Sprinkler Irrigation Pump (Silver) 4.8 out of 5 stars 6 $99.99 $ 99 . 99
Submersible Water Pump - 1/2 HP and 1.5 HP - YouTube 17:34Jul 22, 2019· Submersible Water Pump, How To Use and Compare: 1/2 Hp vs 1.5 Hp / 400 w vs1100 w Makita was the brand we used for the video. #Submersible #submersiblewaterpump.: The Philippines, A Foreigners Way Of Life
Amazon: deep well submersible water pump schraiberpump 4" submersible deep well pump 1.5hp 230v 443ft 21gpm w/control box 2 year warranty - stainless steel discharge, casing and flanges - model 42132m 3.5 out of 5 stars 3 $299.00 $ 299 . 00
Amazon: water pump submersible 1 hp EXTRAUP 1.5HP 4250 GPH Stainless Steel Sump Submersible Clean Dirty Heavy Duty Drain Water Transfer Pump Pool Pond Flood Pump 3.9 out of 5 stars 33 $82.89 $ 82 . 89
SPA Electric Submersible Sewage Water Pump (1.1KW/1.5HP) Electric Water Pump, Engineering Water Pump, High Pressure Pump manufacturer / supplier in China, offering SPA Electric Submersible Sewage Water Pump (1.1KW/1.5HP), Yc 132m-4 Single-Phase Asynchronous Motor (7.5KW/10HP), Yc112m-4
5 hp submersible pump products for sale eBay Get the best deals on 5 hp submersible pump when you shop the largest online selection at eBay. Free shipping on many items Lanchez 1/5HP 1450GPH Submersible Thermoplastic Water Pump Clean Water Sump Pump. $47.99. Type: Pump. Free shipping. 1/5 HP Utility Water Pump Submersible 91025NEW OPENED BOX TO INSPECT/MAKE
What is the difference between 1 HP, 1.5 HP, 2 HP and so · Mar 28, 2019· One horsepower equals 1.36 Newton-meters of torque at 5252 RPM. A two horsepower motor would have 2.36 Newton-meters of torque at 5252 RPM. A typical 1 HP 2875 RPM motor would have 2.49 Newton-meters of torque. 5252/2875 RPM =~1.83 x 1.36 = ~2.49
China High Pressure Solar Water Pump System 1.5HP - China Irrigation Water Pump, Submersible Pump, 3inch Pump manufacturer / supplier in China, offering High Pressure Solar Water Pump System 1.5HP, 5kw Solar System with Photovoltaic Panels, on Grid System 5000W for Home Use and so on.
Happybuy Deep Well Submersible Pump 1.5HP 220V Submersible 1.5HP 220V 260ft 40GPM Deep Happybuy Home Industrial Pump Stainless Steel Submersible Well Post navigation Previous Post: SCHRAIBERPUMP 4″ Deep Well Submersible Pump 1HP, 230v, 257’head, 110 PSI (max), 8 stages, 22GPM, 2
4-Inch Submersible Pumps 4 & 6 in Submersible Pumps Built-in removable valve keeps water in your system at all times. Stainless steel shaft features high quality, premium materials at a competitive price. Sintered stainless steel top bearing to provide years of trouble-free service. Maximum water temperature with proper flow is 120 °F (49 °C). Consult factory for further details.


Alerts in Effect
Flood WarningIssued at 11:22 Monday 06 April 2020
The Flood Warning continues for the Mississippi River.
The Flood Warning continues for
the Mississippi River at Helena
* until Sunday April 12.
* At 09 AM Monday the stage was 45.8 feet.
* Minor flooding is occurring AND Minor flooding is forecast.
* Maximum forecast stage of 45.9 feet on Monday April 06.
* Flood stage is 44.0 feet.
* At 46.0 feet...In Mississippi, houses at Robson Towhead are being
flooded. Settlement by Old River Chutes is going underwater. All
locations on the northeast side of Desoto Lake are underwater.


Ciawi Dam to Complete in July This Year
In a bid to intensify the Government’s efforts to reduce vulnerability of the capital Jakarta area to flooding, Ministry of Public Works and Public Housing (PUPR) is completing the construction of two dams, namely the Sukamahi and the Ciawi Dams in Bogor Regency.
The construction of the two dams is part of the Jakarta flood control master plan, which according to the work contract will be completed in 2021.
The construction progress of the Ciawi Dam, which began construction in December 2016, has reached 71 percent and the land acquisition progress has reached 96 percent. Minister of PUPR Basuki Hadimuljono said that he was optimistic that the construction of this dam could be completed soon in July 2021.
“As the land acquisition is now complete, the construction can be completed in the near future,” he said, as quoted from the Ministry’s website on Sunday (9/5).
Basuki added that another challenge during the construction process of the Ciawi Dam is the weather, especially rain, which often occurs throughout the year.
“To deal with this issue, we cover the land when it rains and when the weather is good, we work on it layer by layer,” he said.
After it is completed, trees will be planted in the surrounding area as nature conservation.
The Ciawi Dam is planned to have a storage volume of 6.05 million cubic meters and an inundation area of 39.40 hectares. This dam is designed to reduce the flood that flows to Jakarta by blocking the water flow from Mount Gede and Mount Pangrango before reaching the Katulampa Dam which then flows into the Ciliwung River. The completion of the Ciawi Dam construction is projected to reduce flooding by 111.75 meters per second. (PR of Ministry of PUPR/UN) (EST/MMB)


Vaillant 190751 Pressure Relief Valve - 489950
Product DetailsThe pressure relief valve helps to eleviate pressure build up within a heating system. It is set to open in the event of a pressure build up releasing excess water to ensure the pressure doesn't reach a dangerous level .
- Supplier Part Number: 190751
- Comes With Washers
Brand Name Vaillant EAN 4024074435182


WN(Q) series dredge pump is a new type of dredge pump developed by our company aiming at dredge pumps of dredging and hydraulic fill industries. This series of pumps, made of high strength wear resistant alloy cast iron (KmTBCr27), with its hardness not less than 58HRC, have strong impact resistance and excellent corrosion resistance.Application
|Maximum flow quantity||25000m³/h|
For details, please refer to the bottom clear water performance table.Performance parameters
|Model||Capacity (m3/h)||Head (m)||Speed (rpm)||Efficiency (%)||NPSH r (m)||Inlet Diameter (mm)||Outlet Diameter (mm)||Maximum diameter of flow particle (mm)|
1. The WN series dredge pump is used in the cabin, while the WN (Q) series used underwater, making our dredge pumps meet the requirements of different hull structures, thus having wide applicability.
2. The overall structure adopts horizontal single-stage single-suction cantilever structure that can provide two ways of connecting with the gear box, i.e. the pump working part is combined with the gear box, or the pump bracket is connected with the gear box through the coupling.
3. The pump casings of 300WN (Q)-500WN (Q), 600WN (Q)-1000WN (Q) adopt single casing structure. While 600WN-1000WN adopts double shell structure, which can ensure the long-term reliable operation of the pump.
4. The WN(Q) series dredge pump adopts the front dismantling structure that is easy to assemble and disassemble, convenient for maintenance and replacing parts.
5. The impeller adopts multi head trapezoidal screwed connection with large transmitted torque, easy to assemble. An impeller dismounting ring is arranged at the rear end of the shaft sleeve to make disassembly convenient.
6. Through optimum design, the WN (Q) series dredge pump has excellent cavitation performance, strong suction capability and large digging depth.
7. WN (Q) series dredge pump has wide smooth runner so as to possess good flow performance. The adjustment of the flow rate and head can be achieved by adjusting the speed or diameter of the impeller.
8. The flow parts use high strength wear-resistant alloy cast iron material with the hardness over 58HRC, so they have strong impact resistance and good corrosion resistance.
9. The hydraulic design uses CFD (Computational Fluid Dynamics) to simulate the flow field, which can improve the efficiency and avoid the local wear of the flow parts due to rapid speed change, thus reducing the consumption of accessories.
10. The packing seal, mechanical seal, reinforced seal (filling grease), screw sleeve seal (L type rubber seal) and other forms of sealing are available to meet customer demand.
11. Grease or oil lubrication can be used for lubrication.


Level sticker for unpainted D Model fluid reservoir
Sticker for hydraulic fluid reservoir level (for unpainted reservoirs), green.
49mm x 28mm. Distance between the MIN and MAX lines is 14mm.
Position on reservoir 5cm from bottom of reservoir to top of MIN line, as per second photo.
Very high quality sticker with anti-graffiti coating for better protection.


See Oroville dam spillway shaping up as repairs continue and deadline looms
Work to repair and reconstruct the main spillway at Oroville Dam has been under way since April 2017. By November 1, 2017, the main spillway at Lake Oroville is expected to be ready to handle releases of up to 100,000 cubic feet per second. When f
Crews prepare the main spillway for resurfacing and work on the splashpad in this video from mid-April. The Oroville Dam spillway was damaged in February 2018, causing the evacuation of nearly 200,000 people.


Pulichintala is a 120MW hydro power project. It is located on Krishna river/basin in Telangana, India. 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 2015 and subsequently entered into commercial operation in 2016. Buy the profile here.
The project is developed and owned by Telangana State Power Generation.
Pulichintala is a pumped storage project. The net head of the project is 24m. The total number of penstocks, pipes or long channels that carry water down from the hydroelectric reservoir to the turbines inside the actual power station, are 4 in number. The project generated 220 GWh of electricity. The project cost is $177.382m.
The project construction commenced in 2015 and subsequently entered into commercial operation in 2016.
Bharat Heavy Electricals was selected as the turbine supplier for the hydro power project. The company provided 4 units of kaplan turbines, each with 30MW nameplate capacity.
Bharat Heavy Electricals supplied 4 electric generators for the project. The generator capacity is 40 MVA.
Bharat Heavy Electricals is the O&M contractor for the hydro power project.
For more details on Pulichintala, buy the profile here.
About Telangana State Power Generation
Telangana State Power Generation Corporation Ltd (TSGENCO) is an electric corporation that generates and distributes electricity. The corporation develops, operates, and maintains thermal power plants, hydel power plants, combined power plants, and solar power plants. Its projects include the Pulichinthala Hydro Electric project, Kothagudem Thermal Power Station, Bhadradri Thermal Power Station, RTS- B, KTPP I & II, KTPS(O&M), KTPS V & VI, Pochampad, Nizam Sagar HES, Singur HES, PJHEP, Srisailam Left Bank HES, Srisailam Dam West, Nagarjunasagar Left Canal, NSHES, Paleru, Peddapalli MHS, and Solar Plant at PJHEP, among others. TSGENCO is headquartered in Hyderabad, Telangana, India.


Spanish multinational electric utility Iberdrola has commenced the construction of Phase II of San Pedro hydroelectric plant, which will see the company invest around €52m.
The San Pedro II, located in the river Sil, will add approximately 25MW capacity to the existing 32MW facility, the company said.
During the construction phase, the hydroelectric project is anticipated to create around 190 direct jobs.
Meanwhile, the San Pedro hydroelectric plant acts as a reservoir for Santo Estevo, by controlling the Sil river flow.
Santo Estevo, with an installed capacity of around 441MW, generates 1,000GWh of enough clean energy annually to power around 285,000 homes.


Simple in construction and operated by steam, these are highly economical and energy efficient pumps for pumping of hot condensate practically at 100° C. The pump is available as a complete package with condensate collection tank, interconnecting piping with strainer, isolating valve, disc check NRV at inlet and disc check valve at outlet. It is also provided with the motive steam inlet connections complete with isolating valve, steam trap and piping. Condensate inlet to tanks and the condensate outlet of the pump are provided with flanged connections.
25NB, 40NB, 50NB and 80 x 50NB.
Max Operating Inlet Pressure : 7 Bar
Back Pressure : 2.8 Bar
Max Capacity : 5000 kg/hr


Rome - Italy
Pietro Cidonio S.p.A. – Roma for Roma Municipality
1971 - 1990
Description for Roma Est Sewage Plant (Italy)
Sewage treatment plant for domestic and industrial waste water.
- Present Population ( 0.4 million )
- Future Population ( 1.2 million )
- Minimum Capacity ( 120 m³/day *103 )
- Minimum Flow ( 1.4 m³/s )
- Maximum Capacity ( 600 m³/day *103 )
- Complete Treatment Effluent And Sludge
- Effluent: by activated sludge process
- Sludge: by chemical treatment and filter-pressing
Kalivac Hydropower (Albania)
Kalivac Hydropower Plant has 108 MW of installed power.
Genzano Storage Plant (Italy)
Water storage for irrigation, capacity 58 Mm³.
Bujagali Hydropower (Uganda)
Hydroelectric project on the Victoria Nile River within an installed power of...
Dankel Multi-Purpose Project (Eritrea)
Multi-purpose project (underground hydropower plant, water supply, etc.) for...
Muchinga Hydropower (Zambia)
Hydroelectric plant (IP = 255 MW) on the Lunsemfwa river downstream of the...
Hermitage Storage Plant (Jamaica)
The scope of the assignment is the rehabilitation of the existing Hermitage...
Mini Hydroelectric Power Plants (Jamaica)
Jamaica 6 project includes the feasibility for six small hpps in Jamaica and...
Batoka Transmission System (Zambia/Zimbabwe)
The Batoka Gorge Hydroelectric Scheme (BGHES)...
Bagré Multi-Purpose Project (Burkina Faso)
The “Pôle de Croissance de Bagré”...


The Northbend Phase B project is a USACE project. The project is designed to tie together the west side of the Northbend project with the east side of the Wax Lake West project. There is a gap on the Gulf Intracoastal Water Way near Hwy 317 and the Cabot Carbon Black plant. This is another closure of a low lying area in the system that will further complete the west end loop. This project was completed in 2019.


ALBUQUERQUE, N.M., -- Phase 2C of the Southwest Valley Flood Reduction Project was awarded July 15, 2014. The cost of construction for this Phase is approximately $4,000,000.
The Southwest Valley Flood Reduction Project consists of reconstruction and widening of the Isleta, Armijo, and Los Padillas Drains for the purpose of flood reduction in the southwest valley of Bernalillo County, and new channel construction to connect these drains for discharge to the Rio Grande through the Durand Open Space. These new channels have been completed.
Phase 2C of this project includes constructing a haul route which will run along the Arenal Ditch, between Don Andres Road and Arenal Road, and adjacent to Rio Grande High School, and construction of pond 187 south of Don Andres road. Construction of Phase 2C is scheduled to be completed by November 30, 2014.


SAME-MSP JANUARY WEBINAR:
Fargo-Moorhead Metropolitan Area Flood Risk Management Project
January 20, 2021 at 12pm CST via WebEx | WebEx details to be emailed to registered attendees prior to presentation
Presenter: Terry Williams, Program Manager with the U.S. Corps of Engineers, St. Paul District
Cost: FREE for Members | FREE for Non-Members
The purpose of the Fargo‐Moorhead (FM) Metropolitan Area Flood Risk Management project is to reduce flood risk and damages resulting from flood events in the Fargo‐Moorhead Metropolitan Area. The metropolitan area is approximately 600 square miles, encompasses several smaller communities, and has a population of approximately 200,000 people. The $2.8 billion project consists of a 30-mile-long diversion channel, a 20-mile Southern Embankment with three large, gated structures (on the Wild Rice River, Red River of the North, and at the entrance to the Diversion Channel), upstream staging of floodwaters, and in-town levee/floodwall features. The presentation will include an update on the federal design and construction of the Southern Embankment portion of the project and the design and construction of the Diversion Channel by the FM Diversion Authority using a Public-Private-Partnership.


Damodar is a small river tributary to the Hugli River. Due to its devastating floods the river is called ‘sorrow of Bengal’. The project has been planned on the pattern of Tennessee Valley Authority (TVA) of the United States and is managed through Damodar Valley Corporation (DVC).
The project involves compact, unified multipurpose river basin development programmes, viz., controlling floods, promoting irrigation, improving water supply and drainage,
Generating electric power, facilitating navigation, encouraging afforestation, soil conservation and promoting the growth of agriculture, industry, and tourism in the area.
The project has to be completed in two phases. The first phase programme comprised: (a) four dams at Tilaiya, Konar, Maithon and Panchet Hill with hydel power stations attached to each of them
(except at Konar) with a total capacity of 104 mw, (b) three thermal power stations at Bokaro, Durgapur and Chandrapura with a total capacity of 9,57,000 km, (c) a grid covering 1,280 km of transmission lines, and (d) a barrage at Durgapur with about 2,500 km of irrigation-cum navigation channels. The second phase included construction of four dams at Balphari, Bokaro, Aiyar and Bermo with hydroelectric stations and corresponding extensions to transmission system. Some subsidiary activities like a forestation, soil conservation, and malaria eradication and fisheries development were also to be taken up.
The work under the first phase has been completed. The work under the second phase has been started. The work is continuing on the construction of a thermal station at Mazia (Bankura district) with installed capacity of 3 x 210 mw and a gas turbine station at Maithon with installed capacity of 3 x 30 mw. The progress of the project up-till now has been as follows:
Tilaiya Dam-the construction of this dam has been completed in 1953. It is an all-concrete dam across the Barakar River, about 208 km upstream from its confluence with the Damodar. It is 33 m high and 366 m long with gross storage capacity of 394.7 m cu. m. It will provide irrigation to about 7,500 hectares of agricultural land. The underground power station with installed capacity of 60,000 km will provide cheap power to the mica mines in Kodarma a Hazaribagh.
Konar Dam-this dam was completed in 1955. The dam has been built across the Konar River in Hazaribag district, about 24 km east of the confluence of the Konar with the Damodar. It is an earthen dam with concrete spillway 49 km high and 3,546 m long. It has gross storage capacity of 337 m cu m. which will irrigate about 16,200 hectares of agricultural land. It will also provide cooling water to Bokaro thermal power station. The hydel station located near the dam generates about 40,000 km of electricity.
Maithon Dam-this dam was completed in 1958. It is an earthen dam built across the Barakar River at some distance upstream from the confluence of the Barakar with the Damodar River. It is 56 m high and 4,357 m long with storage capacity of 1,357 m cu m. It provides irrigation to about 50,000 hectares of agricultural land. Besides, the underground power station near the dam generates 60,000 kw of electricity.
Panchet Hill Dam-it has been completed in 1959. It has been built across the Damodar River about 20 km south of the Maithon dam. It is 45 m high and 2,545 m long with gross storage capacity of 1,497 m cu m. It irrigates about 2.75 lakh hectares of agricultural land. The power station near the dam has installed capacity of 40,000 kw of electricity.
This barrage was completed in 1955. It is a concrete dam 12 m high and 672 m long. It receives water from the storage dams and distributes the same through two canals (2,495 km long) which irrigate about 4.75 lakh hectares of area in Barddhaman, Hugli and Haora districts. The right bank main canal is 89 km long and the left bank main canal 137 km long. The latter is constructed mainly for navigation to the Hugli River.
Bokaro Thermal Station-it has installed capacity of 140 mw. An additional unit of 75 mw has since been added to this station. The power station is supplying electricity to the adjoining areas of Bihar and West Bengal.
Durgapur Thermal Power Station-it has one unit of 140 mw and two units of 75 mw. The power station is located near Oyaria railway station. The electricity is used in the adjoining parts of West Bengal and Bihar.
Chandrapura Thermal Power Station-the power station lies 306 km away from Kolkata. It has three units of 140 mw each and two units of 120 mw each.
The Damodar Valley Project has total installed capacity of generating 1,181 mw of electricity and providing irrigation facilities to 5.15 lakh hectares of agricultural area. When fully commissioned it will help in allround development of24,235 square km of adjoining area covering industrial belt of Bihar and West Bengal and rural areas of Patna, Gaya, Shahabad, Singhbhum (Bihar) and Medinipur (West Bengal), districts. The D.V.C. accounts for nearly 10 per cent of the country’s total power output. The major industries located in Jamshedpur, Durgapur, Burnpur and Kulti and the coal mines of Jharia and Raniganj operate with D.V.C. power. A portion of electricity is also utilised in operating trains on the Eastern Railway.
Other benefits of the project include : (a) erosion-resisting structures like Adivasi, Deochanda, Bachhi and Gauria Karma dams built in the catchment area to hold back rain water and prevent gully erosion, (b) scientific regeneration of denuded forests, (c) large-scale plantation of timber, mulberry and other fast growing trees, (d) promotion of culture, (e) development of aquacukure in the reservoirs of the D.V.C. (cukurable area being 20,235 ha; production potential being 800 tones), (0 improvement in the mining of coal, iron ore, bauxite, limestone, mica, etc. (g) development of paper metallurgical, engineering, aluminium, cement and other industries, and (h) promotion of tourism, horticulture and dairying.


To increase the capacity of the existing water supply network, the Aurangabad Smart City Development Corporation Ltd (ASCDCL) has floated tenders worth Rs 12.51 crore, which would increase the water supply by 5-10 MLD.
The projects include construction of 1.3 ML capacity pump and pump house along with a 2.125 ML capacity elevated storage reservoir (ESR) on Jubilee Park pump house campus and allied works with an estimated cost of Rs 1.97 crore. Laying 500 mm and 450 mm pipelines from Jubilee Park to Delhi Gate GSR at cost of Rs 2.3 crore is also one of the works for which the tender has been floated.
Last year, the Aurangabad Municipal Corporation (AMC) had roped in former MJP member secretary Rajendra Holani to assess city’s water distribution network with a view to increase the supply. According to AMC commissioner and ASCDCL CEO Nipun Vinayak, Holani had suggested various measures to increase the capacity of the existing distribution network.
However, due to shortage of funds with the AMC, it was decided that these works will be carried out through the Smart City Project funds. Subsequently, the ASCDCL prepared a tender of eight key projects and the tenders for them were floated.


In this paper, the hydraulic efficiency optimization calculation method of a ten-stage centrifugal pump is researched. According to the hydraulic loss model, a multi-objective optimization calculation method based on surrogate models is proposed. In order to study the highly nonlinear relationship between key design variables and centrifugal pump external characteristic values, this paper builds the quadratic response surface, the radial basis Gaussian response surface, and Kriging three surrogate models using computer fluid dynamics (CFD) simulation analysis. Two types of calculation models (hydraulic loss model and three surrogate models) combined NSGA-Π genetic algorithm are applied to optimize the key design variables and to find the optimal solution of each model. The accuracy and effectiveness of the efficiency optimization methods based on the two types of calculation models are compared and analyzed. The results show that the calculation method of hydraulic loss model based on the semitheoretical and semi-empirical formula is less time-consuming but inaccurate. In contrast, the optimization method based on surrogate models using CFD simulation is accurate. What's more, comparing the surrogate models, the results based on the complete quadratic response surface model which make the efficiency of the first stage centrifugal pump reach 77.26% are more accurate.


Heat transfer pump TOE-GI / GA / GNThese heat transfer pumps with mechanical seals are suitable for oil applications with a maximum temperature of 350 °C. These pumps can be applied in heating units and industrial temperature control...
- Flow rate Q in m³/hmax. 540
- Total head H in m WSmax. 60


Passos Maia hydropower plant is located on the Chapecó River, west in State Santa Catarina in Brazil.
Ownership: 50 % owned by Statkraft Energias Renováveis, which is 81.3 % owned by Statkraft
Production: 155.5 GWh
Power: 25 MW
The power plant has an installed capacity of 25 MW and uses a total head of 80 metres.
The powerhouse has two Francis turbines which receive water by two tunnels that together are 1100 metres long, 5.5 metres in diameter.
The dam is a 29 metre high rolled compacted concrete dam and holds a reservoir of 175 hectars.


Work starts on Inverness River Ness flood defence scheme
The first phase of construction of the River Ness flood defence scheme has begun.
Last month Morgan Sindall was awarded the £8.5m contract for the 18 months of work. It involves a stretch of river between the Ness and Friar bridges.
Phase two of the project involves building flood protection from Friar Bridge to Inverness harbour.
This work will start in the new year and the overall scheme is to be completed by spring 2015.
Designed to protect 800 homes and 200 business premises, the flood walls form part of a wider scheme of defences for the city.


Pressure Reducing - Our pressure reducing valve automatically reduces a higher inlet pressure to a lower discharge pressure despite changing flows or inlet pressures.
2320 Duke Street Indianapolis, IN 46205
Established in 1981, MatJack, Inc. has grown from simple beginnings to be an industry leader ...
1065 Spillway Road Shrub Oak, NY 10588
2697 International Parkway Virginia Beach, VA 23452


The JAZZI series sand filters will provide clean and clear water for commercial users. It provides more filtered water with less pump horsepower. The fiberglass winding design enable the filter to be durable, deforming-proof and corrosion resisitant.
• A unique and advanced design ensures fast draining and stabilizes water flow.
• The 6-position multi-port valve with a user-friendly handle easily provides you a maximum flow at low pressure drop.
• The sand filter is equipped with a precision pressure gauge
• Efficient multi-lateral under drain assembly and self-cleaning laterals give totally balanced flow and back washing.
• It is easy to install and to maintain.
• The outlet turbidity is less than 2FTU.


Oromia region - Ethiopia
Salini Costruttori S.p.A.
2008 – 2009
Description for Gibe V Multi-purpose Project (Ethiopia)
Gibe V is the fifth stage of the Gibe-Omo hydroelectric cascade which includes Gilgel Gibe, Gibe II, Gibe III (operating) and Gibe IV (planned).
- RCC Gravity Dam (H = 78 m, L_crest = 580 m)
- Spillway on dam body (N° 10 gates, W x H 12x19 m)
- River Diversion Works (No. 2 culverts, D = 12 m, L = 240 m)
- Cofferdam (H = 20 m, L = 240 m , rockfill with internal membrane)
- Dam body Power House (No. 10 Francis turbines, IP = 10x66 MW)
- Switchyard (200 x 150 m, 400 kV line bays)
King Talal Hydropower (Jordan)
The assignment comprises the assessment of conditions of the existing plant...
Lufubu Hydropower Cascade (Zambia)
LUFUBU HPP Cascade envisages the construction of three hydropower plants on...
Lower Diamphwe Multi-Purpose Project (Malawi)
This project includes the Lower Diamphwe Multipurpose Dam and associated...
Anguilles Dam (Mauritius)
The scope of the project is to make use of the...
Bujagali Hydropower (Uganda)
Hydroelectric project on the Victoria Nile River within an installed power of...
Alto Temo Dam (Italy)
Water storage plant for irrigation purposes with a capacity of 90 Mm³
Gilgel Gibe Hydropower (Ethiopia)
Hydroelectric power plant (IP = 200 MW) including rockfill dam, underground...
San Lorenzo Hydropower (Italy)
San Lorenzo (Sestu) is a small hydroelectric plant to supply the water...
Kariba Dam (Zambia-Zimbabwe)
This project foresees the rehabilitation for the...


Zambesi River - Zambia and Zimbabwe
Zambezi River Authority (ZRA)
2014 - in progress
Description for Batoka Gorge (Zambia)
Trans-boundary hydropower plant of 1'600 MW, equally shared among Zambia and Zimbabwe, foreseen on the Zambesi River, between Victoria Falls and the existing Lake Kariba.
- RCC arch-gravity dam (H = 181 m, L_crest = 767 m, V_rcc = 4 Mm³)
- Spillway on dam (Q = 20'000 m³/s, No. 7 radial gates, W x H = 14 x 13 m)
- No. 4 headrace tunnels (D = 8.9 m, L = 250 - 450 m)
- No. 4 penstock shafts (D = 7 m, H = 120 m)
- No. 2 power houses (No. 4 x 2 Francis turbines, Q = 1'000 m³/s, IP = 1'600 MW)
- Transmission lines (L = 200 km @ 330 kV in Zambia, L = 140 km @ 420 kV in Zimbabwe)
Rockfill dam with bituminous facing (BFRd) with a reservoir for irrigation,...
Maswa project including domestic water supply pipeline for the district...
Gibe III (Ethiopia)
The design of this record breaking 250 m high...
Tana Beles (Ethiopia)
The ambitious Tana Beles project was located in the Metekel district of...
Water storage for irrigation, capacity 58 Mm³.
Giurgiu Ramiresti (Romania)
Irrigation scheme with water from the Danube and irrigated area of 155'000...
Hydroelectric project on the Victoria Nile River within an installed power of...
Koysha is the fourth plant of the Omo river cascade (IPtot = 4600 MW),...
PHASE 1: Achievement of a reservoir for flood control of the Temo...


The Illinois River is expected to crest in the Peoria Area early Tuesday morning. These are photographs of the river on Monday, April 22 around the noon hour. The crest is expected to be 29.5 feet. Flood stage is 18 feet and the record set in 1943 is 28.8 feet.
Click through the photos to see various areas.


The Xiluodu double-curvature arch dam was built by China Three Gorges Corporation (CTGPC). It is the second largest dam in China, next only to the Three Gorges Dam (TGD) in terms of size, construction cost and generating capacity.
The new dam was constructed in the lower Jinsha River, which is a major tributary of the Yangtze River. The dam is located on the upper reaches of the Yangtze River between Yunnan Province and Sichuan Province.
Construction of the CNY50.34bn ($6.2bn) dam project began in December 2005, with the concreting commencing in 2008. Construction of the dam was completed in 2013.
With a reservoir capacity of 12.67 billion cubic metre (bcm) and flood control capacity of 4.65bcm, the Xiluodu Dam and TGD is capable of preventing floods up to 4.6bcm in the middle and lower parts of the Yangtze.
Purpose of the Xiluodu Dam project
As well as alleviating the control of flooding on the Yangtze River, the Xiluodu Dam project also generates power. In addition, it helps with flood prevention, sediment control and navigation improvement.
The new dam complements the TGD and helps ease sediment collection in the reservoir. It also improves navigation system downstream.
The dam was built as part of the China West Development Strategy, which aims to boost the economy of six provinces, five autonomous regions and one municipality in Western China.
CTGPC is currently constructing two other dams, Baihetan and Wudongde, which are also located on the Jinsha River.
Details of the Chinese dam
The overall elevation of the dam crest is 600m, with the concrete double-curvature arch being 285.5m high and 700m long. Up to 16.72m3 of concrete was used for constructing the dam, which comprises of seven surface spillways and eight outlets.
There are four overflow tunnels, two each on the left and right banks. The reservoir capacity is about 12.67bcm, with 4.65bcm utilised for flood control.
The dam generates power from two underground power stations, one on the right bank and one on the left. The two stations are equipped with nine turbines each with an overall power generation capacity of 12.6GW.
The Jinsha River was dammed using five control gates in November 2007, with the area of the dammed part measuring 47m wide and the flow of water at 7m a second. Four of the five control gates weigh 1,200t each, while one control gate weighs 1,600t.
The construction of the dam was carried out using belt conveyors, crawler tractors, hydraulic excavators, rock trucks and wheel loaders.
Problems faced by CTGPC
The construction of Xiluodu Dam began in December 2005 after being halted temporarily by the State Environmental Protection Administration (SEPA) in January 2005 due to the lack of a satisfactory environmental impact assessment. The project site is located in a rare fish reserve and earthquake-prone area and required preservation measures to obtain the permit for construction.
In 2009, it was decided that the dam’s height should be increased to 285.5m, which resulted in design changes and escalated the construction cost by around $250m. It also required the generation of about CNY10m in unauthorised funds.
The project is said to have relocated about 7,300 people and is expected to displace about 50,000 people in the long-term.
Contractors and finances behind Xiluodu Dam
The dam’s design was provided by the Chengdu Hydroelectric Investigation Design & Research Institute of State Power Company (CHIDI). Ansys played crucial roles in studying the dam’s feasibility.
The financiers for the project included Yangtze Power, China Development Bank (CDB) and China Construction Bank.
Citic Heavy Machinery supplied the headstock gears used for operating the gates at the dammed area of Jinsha River, while Vacon provided 20 NXP drive units for powering the headstock gears.
Belt conveyors for the laying of concrete were supplied by Putzmeister. The belt conveyer used for the project is the Telebelt TB 110G.


Power generation at Moozhiyar to be stopped for 30 days from July 7
Storage at the reservoirs of Sabarigiri, the State’s second largest hydroelectric project, has increased manifold in June when compared to the same period last year.The catchment areas of the Sabarigiri project have been receiving good rainfall for the past one month, leading to a handsome inflow to the Kakki-Anathode twin reservoirs and to the Pampa reservoir.
Mohammed Ali Rawther, member (Generation and Distribution) of the Kerala State Electricity Board, told The Hindu that on June 30 the storage at Sabarigiri reservoirs was enough to generate 378.86 million units of power, which is 41.36 per cent of the total power generation capacity of 916 mu. Mr. Rawther said the storage on July 1, 2012, was just 6.67 per cent of the total capacity, which would have generated only 60.57 mu.
The total inflow to the reservoirs on Sunday could generate 7.8 mu of power. However, KSEB regulated power generation at the Moozhiyar power house of the Sabarigiri project to 2.79 mu of power on Sunday to save hydel power for the lean period.
Mr. Rawther said KSEB reservoirs across the State received in June a total inflow that could generate 1,643 mu of power. The expected inflow was 740 mu. The combined power generating capacity of the State’s reservoirs is 4,140 mu.
Power generation at the Moozhiyar power house would be stopped for 30 days from July 7 to replace a butterfly valve of the penstock pipe-II at an estimated cost of Rs.1.75 crore.


У вас еще нет избранных. Узнать больше
...The Flood Warning continues for the following rivers in Oregon...
Tualatin River at Farmington affecting Washington County.
...The Flood Warning is now in effect until tomorrow evening...
The Flood Warning continues for
the Tualatin River at Farmington.
* Until Saturday evening.
* At 12:30 PM PST Friday the stage was 32.6 feet.
* Flood stage is 32.0 feet.
* Minor flooding is occurring and minor flooding is forecast.
* Recent Activity...The maximum river stage in the 24 hours ending
at 12:30 PM PST Friday was 32.6 feet.
* Forecast...The river is expected to fall below flood stage late
Saturday afternoon and continue falling through the weekend.
* Impact...Above 32.0 feet, expect flooding of numerous fields and
low-lying farms, along with flooding of a few secondary roads in
and around Farmington and Tualatin. Some farmland near the river
channel will be inundated.
Instruction: Motorists should not attempt to drive around barricades or drive
cars through flooded areas.
Be especially cautious at night when it is harder to recognize the
dangers of flooding.
Additional information is available at www.weather.gov.
The next statement will be issued by 600 AM PST Saturday.


The packages involve the construction of three glass reinforced plastic (GRP) intake pipes measuring 4 metres in diameter and 500 metres in length together with 300 milimetre diameter GRP chlorination pipes and precast reinforced concrete intake riser units; 1,000 metres of shore protection; and the design and construction of a 1400m long, 500 milmetre diameter submarine fuel pipeline with a conventional buoy mooring system.
The JV has also been awarded a package to constructs a 60-metre long jetty complete with causeway and mooring dolphins.
The total duration of the packages is 21 months.
The engineering, procurement and construction contractor is Paris-based Alstom Power for the power island and Veolia subsidiary Sidem for the desalination. ACC is the civil contractor of the F2 power plant.
The F2 plant, a new greenfield power generation and water production plant, shall be implemented as an Independent Power and Water Producer (IWPP) at Qidfa near Fujairah on the Gulf of Oman coast. It comprises power generation with a total net capacity of 2,000 MW and water production with a total net water capacity of 130 million-gallon-a-day (g/d).
The ACC/Leader joint venture has recently completed a jetty construction contract for the Emirates Steel Factory in Mussafah, Abu Dhabi (MEED 23:2:08).


REH Project Development has identified a portfolio of 8 hydro power sites with a total capacity of 70MW in the Luapula province of Zambia. These projects will be developed by New Africa Power (NAP), a Mauritian registered project developer. NAP has raised developed funding from Norfund (Norway), responsAbility Renewable Energy Holdings (rAREH) (Switzerland) and Vineyard Investment Holdings (Isle of Man). REH Project Development has been contracted as the project manager for the development. It is intended that these projects will qualify for the proposed Zambian GETFiT renewable energy feed-in tariff programme.


Application Prospect of Magnetostrictive Level Probes
magnetostrictive level probes are well received in the field of industrial measurementview more
The Difference Between Capacitive Fuel Level Sensor and Submersible Fuel Level Sensor
Both the capacitive fuel level sensor and the submersible fuel level sensor measure the fuel tank levelsview more
Submersible Hydrostatic Pressure Level Transmitter in Water Level Measurement
submersible hydrostatic pressure level transmitters to measure water level changes is a common method used in modern industrial surveys.view more
Radar liquid level sensor for liquid level measurement
radar liquid level measurement has been employed for industrial level measurement for many yearsview more
Why need to measure water level?
People always pay close attention to water level measurement.view more
Immersion Water Level Sensor In Urban Road Water Measurement
immersion water level sensor is used to detect the water at a specific depth to respond to the regulatory authorities and to issue warning information to the publicview more
Submersible Borehole Water Level Sensor For Underground Water Level Monitoring
The submersible borehole water level sensor is designed with its "lanky" appearanceview more
Monitoring Fault Analysis of High Frequency Radar Level Sensor
More and more users are using high frequency radar level sensors to monitor the liquid levelview more
Capacitive fuel level probe used in oil tank truck
Capacitive fuel level probes are widely used in oil tank truckview more
The working principle of differential pressure transmitter
Differential pressure transmitter design works on the principle of differential capacitanceview more
What is a liquid level transducer?
Different liquid level transducer have different definitionsview more
The Importance of Selecting Explosion-proof Pressure Transducer
The most important point of selecting explosion-proof pressure transducer is to design for safetyview more
The importance of ultrasonic liquid level measurement
Ultrasonic liquid level measurement is the most important for modern industrial measurement.view more
How to find water level transmitter at wholesale price?
water level transmitters at wholesale prices is not as difficult as you might thinkview more
Why need to monitor the level of ice machine ammonia tank?
Ice ammonia tank level monitoring is one of the hottest topics in refrigeration industryview more
Capacitance Level Sensor: How it works and Advantages
capacitive level sensor for measuring diesel, oil or liquidview more


MEH – Kouembali Hydroelectric Power Plant 150 MW – Congo - Project Profile
"MEH – Kouembali Hydroelectric Power Plant 150 MW – Congo - 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 "MEH – Kouembali Hydroelectric Power Plant 150 MW – Congo - 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.
Ministere de l'Energie et de l'Hydraulique (MEH) is planning to undertake the Kouembali Hydroelectric power plant project on the Lefini river in Kouembali, Congo.
The power plant project involves the construction of a dam with a capacity of 150MW with powerhouses, substations and installation of turbines, generators, transmissions and distribution lines.
In September 2012, the government of Congo signed a Memorandum of understanding with China Railway Group Ltd and Golden Nest International Group for the construction of the project.
China Railway Group Ltd, Golden Nest International Group has been appointed as construction contractor.
The project involves the construction of a dam on the Lefini river in Kouembali, Congo.
The US$450 million project includes the following:
1. Construction of 150MW hydroelectric dam
2. Construction of high voltage power lines
3. Construction of powerhouses
4. Construction of substations
5. Installation of turbines and generators
6. Lining of transmission linesReasons To Buy
Learn how to effectively navigate the market research process to help guide your organization on the journey to success.Download eBook


Yunnan Dayingjiang is a 70MW hydro power project. It is located on Dayingjiang river/basin in Yunnan, China. The project is currently active. It has been developed in single phase. The project construction commenced in 2004 and subsequently entered into commercial operation in 2007.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||70||70||–||Active||Yunnan, China||Dehonghongsheng Dayingjiang 2nd Tier Hydropower Development|
The project is developed and owned by Dehonghongsheng Dayingjiang 2nd Tier Hydropower Development.
Yunnan Dayingjiang is a run-of-river project. The gross head of the project is 38m. The project generated 303 GWh of electricity. The project cost is $74.051m.
The project construction commenced in 2004 and subsequently entered into commercial operation in 2007.
Chongqing Water Turbine Works was selected as the turbine supplier for the hydro power project. The company provided 2 units of francis turbines, each with 35MW nameplate capacity.
Chongqing Water Turbine Works supplied 2 electric generators for the project. The generator capacity is 41 MVA.
About Dehonghongsheng Dayingjiang 2nd Tier Hydropower Development
Dehonghongsheng Dayingjiang 2nd Tier Hydropower Development Co., Ltd is China based renewable energy generation company. It is currently operating 70MW Yunnan Dayingjiang 2nd Tier Hydropower Project, located in Pingyuan Town, Yingjiang County, Dehong Prefecture, Yunnan Province, China.
All power projects included in this report are drawn from GlobalData’s Power Intelligence Center. The information regarding the project parameters is sourced through secondary information sources such as electric utilities, equipment manufacturers, developers, project proponent’s – news, deals and financial reporting, regulatory body, associations, government planning reports and publications. Wherever needed the information is further validated through primary from various stakeholders across the power value chain and professionals from leading players within the power sector.


Manifold couplings hydraulics
Auto-couplings for hydraulics are designed to be integrated into multi coupling solutions or for integration in products with auto-connection features. Our hydraulic auto-couplings can be connected under full working pressure. The flat-face couplings will guarantee spill-free connection and disconnection. Common applications for hydraulic manifold couplings include industrial automation and integration in hydraulic attachments.


Construction has started on works to reduce flood risk to properties in the upper and mid Heathcote area.
Heathcote flood mitigation works progress
As a result of changes caused by the earthquakes, flood risk has increased along the Heathcote River. The Council's Land Drainage Recovery Programme has investigated the benefits of increasing floodwater storage in the upper Heathcote. The team looked at whether this would help homes along the Heathcote River, which have an increased risk of above-floor flooding as a result of the earthquakes.
Modelling results showed that additional storage areas in the upper catchment would have a positive impact in reducing flood risk above Colombo Street. The first stage of works were completed in June 2016, with two smaller flood detention basins constructed at Eastman Wetlands. These were active and worked well during the rain events in the first half of 2017.
The next stage of works is the construction of four more large storage basins, which when working together will hold back water during flood events and release it after the storm has passed. These storage areas are Wigram East Retention Basin, Cashmere-Worsley Valley, a wetland facility at Curletts Road and further storage in Eastman Wetlands on Sparks Road.
Construction has also started on the Wigram East Retention Basin, which is being combined with the construction of the Ngai Puna Wai Sports Hub for cost savings on both projects. Detailed design of the Cashmere-Worsley Valley storage project is due to commence in July 2017. The other two basins will be designed in late 2017.
Additional storage in these areas will primarily reduce flood risk in the upper and mid-Heathcote. Due to the tidal influence in the lower reaches other floodplain management options will still be required to reduce flood risk in the lower Heathcote.
Curletts flood storage and stormwater basin
A new stormwater basin will improve water quality in Curletts Stream and the Ōpāwaho/Heathcote River, and reduce flood risk to properties around the lower and mid Ōpāwaho/Heathcote.
The basin at 201 Annex Road is currently being constructed, and hopefully up and running in April next year. Capable of holding up to 130,000m3 of water, it is designed to provide additional flood protection up to a 1-in-50 year rainfall event. It will also treat water within Curletts Stream to remove sediment and contaminants, to improve water quality in the stream and the Opawaho/Heathcote River.
Once complete, the basin will be planted with wetland plants and the surrounding areas planted extensively with native trees and shrubs. The area will be accessible to the public from Mokihi Gardens and Annex Road, providing a lovely new space for walking.


The main purpose of concrete pump
Concrete delivery pump, also known as concrete pump, consists of pump body and delivery pipe. It is a machine that uses pressure to continuously transport concrete along the pipeline. It is mainly used in house construction, bridge and road construction. Concrete pump is a construction equipment that relies on pressure to transport concrete through pipelines. It is equipped with special pipelines, which can continuously complete horizontal and vertical transportation of concrete along the pipeline. It is an ideal type of existing concrete conveying equipment. Combining the production of ready-mixed concrete with pumping construction, and using the concrete mixer truck for intermediate operation, the continuous pumping and pouring of concrete can be realized. Concrete conveying work for large-scale concrete projects.
Structural characteristics of concrete pump
Electronic control system:
Fully enclosed electrical control box, protection control device can work under harsh conditions.
Using PLC programmable, program simplified electrical appliances, the reliability and life are significantly improved, and with a fault display function, easy to troubleshoot. Easy to operate.
The liftable door is very convenient to operate, maintain and maintain.
The door is made with a special process to reduce operating noise.
Adopt double pump, double circuit open hydraulic system.
Simple system, long component life and high reliability.
The pumping oil circuit adopts non-contact automatic commutation and time delay control, which avoids commutation shock, and the commutation is accurate, stable and reliable.
The hydraulic system is equipped with overflow protection and overpressure automatic cut-off device, so that the main pump can be reliably protected in multiple stages.
The suction filter technology is adopted to prevent foreign matter from entering the hydraulic circuit, which greatly prolongs the service life of system components while improving the reliability of the system.
Forced air cooling to dissipate heat to ensure that the oil temperature is lower than 60 ℃.


Brand: AWG Fittings GmbH
- Suction strainer with non-return valve and drain arrangement.
- We recommend generally suction strainer with non-return valve and drain arrangement in order to prevent discountinuities in the liquid column when the suction process is interrupted and makes it possible to fill the suction pipe run.
- Pulling the rope of the drain arrangement causes the check valve to open and to drain the suction hose.
- Make a low maintenance fire pump priming system if it is installed at the end of the fire pump suction hose.
- Body suction strainers made of aluminium alloy and strainer with stainless steel.