Drainage Channel MINI
The MINI drainage channel is a simple modular system for easy self-installation. The drainage channel does not require a concrete encasement (type I) and can be directly asphalted or paved.
The drainage channel is the ideal drainage solution for house and courtyard driveways, pedestrian areas and car parking spaces.
Ideal for paving
The straight external surfaces guarantee an easy and smooth installation.
The elements can be joined together easily and without sliding due to sensible profiling on the end faces.
The gratings can easily be locked with a simple click mechanism on the channel body.
Optionally with factory-made Ø110 borehole for PP pipe DN 100 for connection to the ground pipe.


The pressure level transmitter type 713 is used for continuous fluid level measurement of ground and drinking water. The compact design allows the transmitter to be used in applications with restricted access as small as 3/4 inch i.d. pipe.
As well as a current output the pressure level transmitter type 713 has been enhanced with energy efficient ratiometric and digital outputs making it ideal for battery powered applications.
The pressure level sensor 713 is based upon the well proven ceramic technology developed by Huba Control over 20 years ago.


Dismantling the pump in the workshop
After dismantling the pump, we noticed the pump case was corroded. Furthermore, pump shaft, bearing, bearing covers and mechanical seal are damaged. To be able sea the actual damage we send the pump to sand blasting.
Sand blasting the pump
Actual damage became visible after sand blasting. Pump case, pump covers and seal cover are damaged. In addition, holes are detected inside the case.
Machining wear ring housing and pump case surface
After sand blasting, wear ring housing and pump case surface machined. New wear ring is manufactured and replaced with old damaged one. New seals covers are manufactured and replaced with damaged ones. Ceramic coating applied inside the damaged pump case and cover plate.
New Shaft manufacturing & Machining impeller and wear ring surface together with shaft
The damaged shaft was replaced with new one. OD65x L 360mm AISI 316 shaft manufactured.
Impeller wear ring surfaced machined along with new manufactured shaft.
Impeller send to the balancing.
Renewing bearing & Renewing mechanical seal
Damaged 2 bearings are replaced with SKF7311. The damaged mechanical seal is also replaced.
The pump mantled with using new studs, washer and nuts.
Assemble and leak test the pump in the workshop
After assembly the pump tested to 15 bar pressure no leakage determined.


Nangong 1 Hydropower Station
Nangong 1 Hydropower Station is located on the NamKan River in southern Attapeu province of Laos, which is the junction area of Laos, Vietnam, and Cambodia. As a tributary of the left bank of the SeGong River, the NamGong River flows from east to west. The dam site is about 53km away from the provincial capital of Attapeu Province highway,958km away from Vientiane highway, 464km away from Da Nang, Vietnam and 1167km away from Bangkok, Thailand.Nangong 1 Hydropower Station aims at flood control, power generation, irrigation, and tourism to promote local social and economic development. The main dam has a check flood level of 320.80m, and the corresponding storage capacity is 6.51×108 m3; The normal water level is 320.00m and the corresponding storage capacity is 6.33×108 m3: The dead water level is 280.00mand the corresponding storage capacity is 0.97×108 m3. The adjustment storage capacity is 5.36×108 m3, with multi-year regulation capacity.. The project is a second-class (2) type project. The main buildings are grade 2 buildings, the secondary buildings are grade 3 buildings, and the temporary buildings are grade 4. The installed capacity of power station is 160MW, the number of installed units is 2, and the single unit capacity is 80MW. The annual average power generation capacity of the power station is 633 million KW/h, and the installed utilization hours is 3,959h. Nangong 1 Hydropower Station is an important power source for Laos to buildSoutheast Asia “Power Storage”, and it is the backbone power source forLaos government to sell electricity to Cambodia, which is of great significance for Laos energy construction and development.


Triple eccentric butterfly valves with metal seats for the most demanding applications
Self-acting pressure regulators of inlet pressure, outlet pressure or pressure drop
Self-acting pressure regulators with possibility of use in demanding applications (higher temperatures, perforated plugs, cage guides…).
Angle design for optimization of the output flow in demanding applications
Design of internal installation for elimination of noise, cavitation and limit flow
2- or 3-way valve with shut-off function, option of manual or pneumatic drive
Stainless steel shut-off valve with increased tightness class, threaded design


Colchester Tornado T8MS Sub Spindle CNC Lathe with a capacity of 290 x 490mm. Spindle bore 65mm spindle speeds. Main spindle 5000rpm. Sub spindle 6000rpm. Equipped with hydraulic collet chuck – main spindle. Hydraulic 3 jaw chuck – sub spindle. MBF 1000 Magazine barfeed.
Manufactured in 1998, this used Colchester Tornado 310 CNC Lathe is equipped with hydraulic collet chuck, power tailstock, swarf conveyor and a parts catcher. 80mm bar capacity or 300mm diameter x 600mm long turning capacities. Available under power by prior arrangement at RK International Machine Tools.


Ten post dostępny jest także w języku: polski
The State Water Company (PGW) Wody Polskie signed a contract with DHV Hydroprojekt for the design of the Lubiaz dam on the Odra River. The value of the contract is about PLN 13.2m.
The contract for the design of the water barrage was signed with the Lower Silesian Voivodship Office in Wroclaw. Signatures were signed by Przemyslaw Daca – President of the State Water Management Authority and members of the DHV Hydroprojekt Management Board as contractors.
The project for the construction of the Lubiaz dam is to be completed by the end of the first quarter of 2023. The consortium of DHV Hydroprojekt as the leader and Energoprojekt Warszawa and Hydroprojekt Wrocław will be responsible for preparing the construction and executive design. The value of the project was estimated at over PLN 13m.
Value of PLN 400m
The completion of the construction is scheduled for 2027. The value of the investment is estimated at PLN 400m. The project will include a four-span weir, a two-chamber shipping lock, a fish ladder and a hydroelectric power plant.
The main objective of the investment is to improve navigation conditions and flood safety. The building is also to inhibit the erosion process in the Odra riverbed below the Malczyce dam and to protect it against washout and loss of stability. It will also enable the restoration of the original groundwater level and will prevent the drying out of the adjacent areas, thus protecting the riparian forests.


Lake Okeechobee water releases to decrease
Another reduction in water releases from Lake Okeechobee will take effect this weekend.
The U.S. Army Corp of Engineers Jacksonville District announced the flow decrease take effect at 7 a.m. Saturday.
The new target flow from the lake to the Caloosahatchee Estuary is 4,000 cubic feet per second; while the new target flow for the St. Lucie Estuary is 1,800 cfs.
Under the Lake Okeechobee Regulation Schedule, the Corps strives to keep the lake level between 12.5 and 15.5 feet.
Lake Okeechobee water releases became necessary to keep water levels from getting too high and putting additional pressure on the Herbert Hoover Dike.


Pressure-Compensated Control Disk Valves of Type 23с
The pressure-compensated control disc valves DN 80-200 of type 23с are intended for the control of the working medium flow or pressure.
The medium flow through the valve is regulated by means of changing the area of passage section, which is achieved when turning the spool with regard to the seat.
They are not used as shutoff devices.
|Designation||DN, mm||Рр, MPa||Weight without Electric Actuator, kg|


The aim of the project is to ensure the infrastructure for the deployment of alternative fuels in synergy with other projects on scientific research and pilot deployments of LNG vessels, LNG master plan etc. By the end of 2018, a feasibility study will be prepared, laying the groundwork for the construction of the LNG terminal.
The project entails the upgrading of the basic port infrastructure, the supporting transhipment facilities and the port's connections with the rail and road network.
National project (DE) Several rehabilitation measures were already conducted at the lock Erlangen at the Main-Danube Canal in order to maintain its functionality. Until 2028, a replacement construction will be built 300m north of the existing weir and lock.
National project (DE) The designed life span of 80 years is already exceeded and major rehabilitation of both lock chambers as well as the weir complex is necessary. The overhaul project aims to improve the reliability and safety of the navigation lock infrastructure, eliminating the occurrence of long closures and preventing malfunctions.
National project (RS) The main objective of the project is to provide the prescribed fairway parameters on the Sava river between Belgrade and the border with Croatia (Serbian Sava stretch). On this river stretch five major bottlenecks will be removed until 2020.
National project (DE) The upgrade of the Upper Main to class Vb is intended to enable a fairway depth of 2.9m, increasing the possible depth by 4 dm. Planning, approval and construction phases are conducted subsequently for different sections and are expected to be completed by 2020.
National project (DE) Sole objective of this infrastructure project is the deepening of the fairway on the Lower Main between the Rhine mouth (rkm 0.0) and Aschaffenburg (rkm 84.5), in order to enable a draught of 3.1 m.
National project (DE) Germany and Bavaria agreed on the realization of Variant A for the upgrade of the Danube between Straubing and Vilshofen, aiming to increase the possible draught loaded at low navigable water level by 20cm, from 1.60m to 1.80m. In a first step urgent flood prevention measures and selected activities of Variant A will be realized in the section from Straubing to Deggendorf (subsection 1).


- The oil cylinder is sealed with Y type polyurethane seal, which can resist low pressure leakage.
- The whole structure is stable and reliable with flexible movement.
- High lift design, suitable for various models.
- Safety valve is designed to prevent overload and ensure safety.
- Double pumps lift up quickly and operate efficiently.
- Universal rear wheel, easy to move.
|Model||Loading Capacity (T)||Minimum Height(mm)||Maximum Height (mm)||Net Weight||Packing size (mm)|


The Absa Group provides financing to multiple BEE initiatives. In one of its BEE transaction financing initiatives Absa underwrote a project finance revolving facility for R300 million for the Trans-Caledon Tunnel Authority for the Berg Water Project. This financing is going towards the construction of a dam with a gross storage capacity of 130 million m3 on the Berg River and a supplemental scheme on the Dwars River outside Franschhoek.
Absa has also underwritten a revolving project finance facility for R1 billion and a bridging facility for R100 million. These funds will be used for the Vaal River Eastern Subsystem Augmentation Project, which involves the construction of a 122 km pipeline to deliver water from the Vaal Dam to the Knoppiesfontein diversion structure, which discharges into either the Trichartsfontein or Bosjesspruit dams near Secunda.


Dufferin Reservoir Expansion Phase Two
City of Toronto
Project Completion Date
Type of Contract
The construction consisted of the expansion of the Dufferin Reservoir in Vaughan, Ontario. The project included a fully buried reservoir, removal of an existing sewage tank and installation of a new septic system. The project also involved re-grading of existing reservoir slopes; repair and modification works for the existing reservoir, and an above-ground valve house.


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Bhopal: The world’s largest floating 600 MW solar energy project to be constructed at Omkareshwar dam on Narmada river in Khandwa district of Madhya Pradesh will begin power generation by year 2022-23. The estimated investment in this project stands at Rs 3,000 crore, said an official release quoting the state’s new and renewable energy minister Hardeep Singh Dang on Tuesday.
The International Finance Corporation, World Bank and Power Grid have granted in-principle consent for providing aid for the said project development.
The primary feasibility study of the project has been completed in collaboration with the World Bank. The project is likely to begin power generation by year 2022-23, the minister said.
Dang said that the work of transmission line route survey will begin from the project area to Khandwa sub-station by power grid this month.
Tender for the study of environmental and social impact of the project area is also being issued. Madhya Pradesh Power Management Company has agreed to purchase 400 MW power from the project, he said.
The project will have floating solar panels of 600 MW power generation capacity in the backwaters of Omkareshwar dam. It is estimated that in 2 years, the project will start providing cheap and good quality power.
Electricity will be produced in about 2000-hectare water area by installing solar panels in the dam. Solar panels will float on the surface of the water in the reservoir, the release said.
When the water level of the dam is low, it will automatically adjust upwards and downwards. Strong waves and floods will have no effect on them. The sun’s rays will continue to produce electricity, it added.
Source:- Economic Times


Possible Application of HEC-HMS to Estimate Peak Flow over Non-Dendritic Catchment-converted
Authors: Nurul Atiqah Iliyani Malekke*, Zubaidi Johar, Nasehir Khan E.M.Yahya, Mohd Aminur Rashid Mohd Aminuddin Arumugam, Mohd Hafifi Mat Nazir
River Basin Research Centre, National Hydraulic Institute of Malaysia (NAHRIM),Lot 5377, Jalan Putra Permai, 43300 Seri Kembangan, Selangor, Malaysia.
Corresponding author: firstname.lastname@example.org
Absence of study on hydrological modelling for non-dendritic catchment system has leads to difficulties in understanding the precipitation-runoff condition, designing flood risk assessment and flood mitigation action. The purposed of this study is to developed a hydrological model for Santubong River catchment and assess the possible application of Hydrological Modeling System (HEC-HMS) in estimating peak flow over non-dendritic catchment. Two types of model were created (three outlets and separated outlet)to simulate the peak flow of each model. To account the loss, runoff estimation and flow routing, initial and constant, Clark Unit Hydrograph and Muskigum methods were used respectively. After calibration and validation, separated outlet model peak discharge for O1 (44 m3/s), O2 (51.1 m3/s) and O3 (47.3 m3/s) are well fitted with the observed hydrograph compared to peak discharge in three outlets model. The result for statistical analysis showed that model performance (NSE=0.972) and the correlation (R2=0.984) for separated outlet model is appropriate for hydrological model in Santubong River catchment.
Keywords: Santubong River, non-dendritic, HEC-HMS, peak flow, Nash-Sutcliffe efficiency(NSE)


Tk 284cr water management project for SW region
KHULNA, Feb 12: The government with the assistance of the Asian Development Bank (ADB) and the Netherlands government has undertaken a water development project for alleviating poverty in the southwestern region. The Taka 284 crore project is spread over six districts of the region- Narail, Jessore, Faridpur, Rajbari, Magura and Gopalganj, officials said.
Bangladesh Water Development Board is executing the project in cooperation with the Local Government Engineering Department, Department of Agriculture Extension (DAE) and the Cooperatives Division. The project will be completed by June 2013.
The officials said works to be done under the project are: excavation and re-excavation of canals, construction and repairing of regulators and embankments and construction of sluice gates.


Bhubaneswar: The Odisha government today decided to construct an additional spillway at Hirakud dam in Sambalpur.
The construction will cost Rs 500 crore. The work will be completed in three years, informed Water Resources secretary Pradeep Jena.
The World Bank will provide financial assistance for the new construction. The tender has been floated for the same, he added.


The Swedish consulting firm Sweco has been awarded a SEK 12 million pre study contract to scrutinize details in a projected hydropower project in central Vietnam. The contract is worth SEK 12 million and the study should be finished within 2006. In this project, Sweco has been commissioned to evaluate technical details in, as well as the expected environmental and social effects from, the construction of the Song Bung 4 hydropower plant. Sweco has for the past few years worked with several hydropower projects in Vietnam. The new contract is commissioned by the Asian Development Bank, ADB, which needs a project evaluation before it can grant any loans to Vietnam for the power plant construction.


The Sardar Sarovar Dam is a dam on the Narmada River near Navagam, Gujarat, India. The dam is the largest dam in and part of the Narmada Valley Project, a large hydraulic engineering project involving the construction of a series of large irrigation and hydroelectric multi purpose dams on the Narmada River. The project only took form in 1979 as part of a development scheme to increase irrigation and produce hydroelectricity. The project has the potential to feed as many as 20 million people, provide domestic and industrial water for about 30 million, employ about 1 million, and provide valuable peak electric power in an area with high unmet power demand (farm pumps often get only a few hours power per day). In addition, recent research shows substantial economic multiplier effects (investment and employment triggered by development) from irrigation development.
The cancellation shows the Dam.
Cancellation was introduced on 9.10.1990
The Post Master
Kevadia Colony S.O- 393151


WHEATLEY Series 500 check valves are fire-tested carbon steel flanged end check valves with a full-open, through-conduit design for low pressure drop and less turbulence.
316 stainless steel trim compatible with a broad range of media and operating conditions
Full-open, through-conduit design for low pressure drop, less turbulence, and easy passing of pigs and spheres
90-durometer, peroxide-cured seals compatible with a broad range of media and operating conditions
Vertical flow up or horizontal installation
Reduced installation guesswork
Conformance to NACE MR0175/ISO 15156


MASERU – The Lesotho Highlands Development Authority (LHDA) has launched procurement processes for two major bridges, marking the last step in the procurement of Phase II major works construction.
Tenders for the construction of the Mabunyaneng and Khubelu bridges under Phase II of the Lesotho Highlands Water Project (LHWP) were advertised on Thursday last week. The procurement for the two smaller bridges follows the tender for the biggest of the three Phase II major bridges, the Senqu River Bridge in March this year.
“Procurement for the construction of the two bridges construction also follows the start of the Polihali transfer tunnel and Polihali Dam construction tenders in May and August respectively. It marks the last step in the procurement of Phase II major works construction,” LHDA’s Division Manager Ntsoli Maiketso said in a statement.
Maiketso added that each of the tenders is another step on LHDA’s journey to deliver Phase II of the LHWP on behalf of the government of Lesotho and South Africa as well as advance the economies of the two countries.
The new Khubelu and Mabunyaneng River bridges will be located upstream of the two existing bridges along the A1 road to provide access to Mokhotlong town across the two bridges. The construction of the major bridges will be carried out under two separate contracts.
Phase II of the LHWP builds on the successful completion of Phase I in 2003. It delivers water to Gauteng region of South Africa and utilizes the water delivery system to generate hydroelectricity in Lesotho.
The major works of Phase I included the construction of the Katse Dam, the transfer and delivery tunnels, Matsoku Weir, Muela Hydropwer Plant and the Mohale Dam. The Phase II water transfer component comprises a dam at Polihali and a gravity tunnel that will connect the reservoir at Polihali with the Katse Reservoir.


|Home > GRFMA > The Scheme > South Para Reservoir Modification
South Para Reservoir Modification
Modifications to the South Para Reservoir dam wall and spillway are proposed that will increase the mitigation capability of the reservoir. This will have the affect of reducing the flow in the Gawler River for major storm events.
The proposal is to raise the dam wall by 1.0 metre and raise the spillway by 1.57 metres but include a 10 metre wide slot. These modifications would have the effect of constructing a flood control storage on top of the full storage level of the reservoir. A paper presented to the ANCOLD 2005 Conference that describes a risk assessment approach to upgrading the reservoir and undertaking the proposed modifications can be downloaded from this page. Construction of these works will be undertaken at a cost to the Scheme by SA Water, possibly in conjunction with dam safety upgrading, and is planned to be completed by July 2010.


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Numerical fluid flow modelling and its seismic response in time-lapse
Vanja Milicevic, Robert James Ferguson
A timelapse reservoir characterization study is performed on a model of a producing reservoir. This model reservoir has two injection wells and one producer. Pressure and saturation models are obtained from numerical simulation of reservoir properties and fluid flow for a number of calendar days. Integration of saturation models and Gassmann's relations delivers compressional wave velocity models for each calendar day, and finitedifference algorithms are used to generate synthetic data for comparison; specifically, we compare 2D acoustic and 3C-3D elastic forward modelling. Examples show subtle similarities and differences between the models. Both, acoustic and elastic, models prove to be valuable tools in reservoir characterization.


You are cordially invited to attend our next Computer Graphics and Visualization (CGV) Seminar/ Colloquium, which will be held on:
Friday, June 8th, 2018, 15:45-16:45h, at EWI-Lecture Hall Pi.
The programme features a MSc graduation project midterm presentations.
Presenter 1: Anshul Khandelwal
Title: Reservoir Characterization using a Geometric Approach
Abstract: The project is aimed at calculating the storage capacities of water reservoirs built after 2000 using remote sensing data of the surrounding landscapes. The motivation of the project is to improve the anthropogenic impacts on Global Hydrological Models (GHMs) used to predict water availability globally. Evaluation of the model will be done using the Shuttle RADAR Topography Mission (SRTM) data collected by NASA in 2000.


Foundations and flood control of Vigeland Bridge in Lindesnes County.
Verification of the flood situation, as well as assistance for the construction and engineering.
Vigeland Bridge is a new 3-span bridge in concrete that crosses the river Audna in the Vigeland Centre. Upstream the site, the river is prone to flooding so that the management of water levels has been a central issue for the construction phase.
Nyvoll Consult as assisted AF Anlegg with optimizing of foundations and to adapt the rivers water levels and flood situation. The work has included procedures that describe the preparedness to deal with flooding during the construction phase and construction of formwork and emergency planning.
The bridge has a total length of 64m and is founded on the abutments up to each Bank, in addition to the two foundations in the river that provides 3 main spans. The superstructure is a cast concrete structure that is founded on the affected steel piles to rock. Depth to bedrock varies from almost none at the eastern riverbank up to 50m for the western abutments.
Nyvoll Consult as
Svein Ove Nyvoll


This project was completed in the winter of 2010. The objective of this project was to install a new concrete retaining wall before the existing concrete retaining wall fell apart completely and allowed the owners yard to be washed into the lake. The work was completed in the winter when the lake water was at itís lowest. The new retaining wall foundation consisted of a reinforced footing keyed into the lake bottom, and a reinforced sloped foundation wall. The wall was formed one sided and it was cast against the existing concrete wall.


Marvin Parkway Flood Control Project - Construction Start
The Marvin Parkway Flood Control Project is scheduled to start the week of July 19, 2021. This project involves the construction of a large underground detention vault under the median of Marvin Parkway, between Seminary and Wilkinson. It also includes sewer work, watermain replacement, and pavement work.
Traffic control signage will be installed this week. All of the trees in the median will be removed. Excavation of the median and installation of the underground vault will follow.
This project is estimated to be complete in December, 2021. The contractor is Berger Excavating.


Analogue Level Measurement
Analog level measurement with a reed chain is used to measure the filling levels continuously. These level measurement models are available up to 3000mm in length and can be used in all kinds of liquids. There are different models available according to customer requirements.
- Analogue level measurement reed chain stainless steel
- Analogue level measurement reed chain plastics
- Analogue level measurement reed chain brass
- Analogue level measurement magnetostrictive NAMW
- Analogue level measurement magnetostrictive FSMB
Stainless steel analog level measurement with a reed chain has a sliding tube made of stainless steel. This model is suitable to operate at high temperatures. Analog steel level measurement model is widely used in shipbuilding, petrochemical and chemical sector, hydraulic power packs, food- and beverage industry, and more. Customers have an option to add a temperature sensor if required.
Magnetostrictive analog level measurement is used for high-precision and continuous level measurement. A customer can choose temperature measuring and interface layer measurement if needed. Magnetostrictive level measurement has two models magnetostrictive NAMW & magnetostrictive FSMB. These devices can be used in almost all kinds of fluids.


Water level indicator | ready to use water level indicator model | working model of water level indicator | water level indicator on PCB ( Multicolour)
It is convenient to install, efficient; beautiful and new design Water Level Indicator Kit. It is suitable for kids, teacher, and schools. Connect the battery and it's ready to go. We have a very detailed user manual, including a schematic diagram, assemble instruction.100% working product.
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Distinguish, differentiate, compare and explain what is the difference between impulse and reaction turbine. Comparison and Differences.
Comparison and Difference between Impulse and Reaction Turbine
1. Impulse turbine works on the principle of impulse while Reaction turbine works on the principle of reaction i.e. backward force developed opposite to a certain action.
2. In impulse, the energy available at the inlet is only kinetic energy and the pressure is atmospheric. In reaction, the energy available at the inlet is both kinetic energy and pressure energy.
3. In an impulse, water flows along the tangent of the runner. Thus it is called tangential flow. In reaction, water flows in the radial direction through the runner. Thus it is called radial flow.
4. The impulse turbine is used for high heads ranging from 150 to 2000 m. The total head of the reaction turbine ranges from about 30 to 500 m.
5. It is possible to regulate the flow without loss in impulse turbine where as in reaction, it is not possible to regulate the flow without loss.


Leading authorities, including ministers, major investors, flagship hydropower plan decision-makers, investment project initiators, as well as regulators, will focus on Balkan hydropower projects at the 3rd Annual International Investment Summit and Exhibition “Hydropower Balkans 2019”, scheduled to be held in Belgrade on November 7 and 8.
Prospective hydropower projects in the Balkan region include Serbia’s Buk Bijela HPP, with a capacity of over 180 MW, budgeted at 193 million euros; as well as the Vrilo pumped-storage hydropower plant planned for Bosnia and Herzegovina, an 89 million-euro investment with a 66-MW capacity planned to start operating in 2023.
For event details, contact Olga Zhogal, Forum Director
Tel. +44 207 394 3090


The Mangla Dam is located on the Jhelum river near the village of Mangla, about 32 km from Jhelum town. As a multi-purpose project, Mangla Dam was completed in 1967 with a gross storage capacity of 5.35 MAF (Million Acre Feet ) and live storage capacity of 4.81 MAF.
It has a lake area of 250 km. The present generating capacity of the dam is 800 MW with an ultimate capacity of 1000 MW. The Tarbela Dam is located on the Indus near the village of Tarbela about 47 km upstream from Attock.
It is a multi-purpose project designed to store water during the monsoons when the Indus swells and flood waters become a hazard for the surrounding areas and go waste into the Arabian Sea.


The Miljacka hydroelectric power plant
The Miljacka hydroelectric power plant is the largest hydroelectric power plant on the Krka River, and at the time of its construction it was one of the most powerful hydroelectric power plants in Europe.
Due to large production and exports, and insufficient quantities of electricity, the management of the SUFID factory decided to build a new hydroelectric power plant in the upper course of the Krka at the foot of the Manojlovac waterfall. After many years of preparatory work and changes to the concession holders, work on the construction of a new hydroelectric power plant began in 1903, and on December 12, 1906, the power plant received an operating permit. It entered regular stable operation in early 1907. The water from Brljan Lake was brought to the power plant through a 1588 m long tunnel, with a water drop of 107.3 m, and the available amount was 16 m3/s. Four turbines with a capacity of 24,000 hp and a voltage of 30,000 V were installed. The power plant was connected to the factory in Šibenik by a 34.5 km long transmission line. The total investment in this power plant and transmission line amounted to 6,820,000 Austrian gold crowns, with a concession duration contract of forty years.


The power plant control system developed for the Deriner Hydroelectric Power Plant (HPP) has been commissioned at the first unit of the HPP.
The power plant control system that was developed by TÜBİTAK MAM Energy Institute Power Plant Control Technologies Group has been put into service at the first unit of the Deriner HPP operated by the HPPs Department of Electricity Generation Company (EÜAŞ). The project that was initiated in July 2017 covers the development and renewal of units, switchgears, auxiliary systems, spillway control systems, control room and server systems with modern approaches. The new control and command systems to be commissioned at the end of the project are expected to improve the operational efficiency and availability of the plant, to ensure secondary frequency control and to achieve system continuity and cyber security. The project is planned to be completed in 2019.
The Deriner HPP consists of 4 units with an installed capacity of 670 MW. It is the 6th largest hydroelectric power plant of Turkey. In 2016, it met 0.7% of Turkey’s electricity demand by generating approximately 2 billion kWh of electricity.
This has been the first “over-100 MW commissioning” completed and experienced by the Power Plant Control Technologies Group.


The following area is affected:
1039 AM CST SAT NOV 28 2015
The Flood Warning continues for
The Little Wabash River near Clay City.
* Until late Wednesday night.
* At 945 AM Saturday the stage was 18.2 feet.
* Flood stage is 18.0 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Forecast...The river will continue rising to near 20.1 feet by
Monday morning. The river will fall below flood stage Wednesday
* Impact...At 18.5 feet...Wilcox Bridge Lane floods just east of the
Little Wabash River near the gage location. Blueflower Lane
southeast of the gage begins to flood.
Fld Observed Forecast 6AM
Location Stg Stg Day Time Sun Mon Tue
Little Wabash River
Clay City 18 18.2 Sat 10 AM 19.9 20.1 19.9
LAT...LON 3878 8846 3871 8829 3860 8820 3860 8832
3867 8838 3870 8846


Level indicators are using for continuous indication of the liquid level in a storage platform. Standard technologies used to measure level include floats, pressure or depth sensors, ultrasonic detection, and conductivity level measurement. These devices are used to determine the level of liquid in tanks, drums, pressure vessels, etc.
There are many level indicators to suit the requirements of various applications. Depending on the type of application uses, the level indicator should be selected.


MTCC contracted for the harbor upgrade project of Hdh. Neykurendhoo
31 October 2022
The government has contracted the harbor upgrade project of Hdh. Neykurendhoo to Maldives Transport and Contracting Company (MTCC).
Director-General, Fathimath Shaana Farooq signed the contract on behalf of the Ministry, while the Chief Operations Officer, Shahid Hussain Moosa signed the contract on behalf of the company.
This project will consist of the construction of a 290-meter breakwater, 76-meter channel breakwater, 166 meter revetment. More over, constructing pavement of 1859 square meter, construction of a ramp and an access platform will be done under the project.
The total cost of this project is MVR 47,621,920.40 and is expected to be completed within 365 days.


The Grünwelt GW-WP1100 water pump can be mounted on a Weima 1100-6-seria tillers with a power take-off (PTO) shaft. The GW-WP1100 pump is designed for pumping water from wells and pools, watering the garden, draining flooded areas and other works with water.
The Grünwelt GW-WP1100 water pump is installed directly on the power take-off shaft of the two-wheel tractors. This model is easy to maintain, it is very reliable and does not require any special knowledge or skills for using. The impeller of the water pump is made of cast iron, and the body is made of aluminum.
- GTIN: 4260614710566
- Suitable for: Weima WM1100-6-seria
- Capacity: 36 m³ / h
- Max. head height: 30 m
- Intake manifold connector: 50 mm
- Pressure line connection: 50 mm
- Max. suction height: 8 m
- Drive model: PTO
- Water pump Grünwelt GW-WP1100


Morgan Sindall and Grontmij awarded contract to improve Scarborough's bathing waters
The Morgan Sindall Grontmij joint venture (MGJV), has been awarded a circa £26 million project from Yorkshire Water Services to improve Scarborough’s bathing water quality.
The project involves the construction of additional storm water storage facilities at Wheatcroft Sewage Pumping Station as well as a new 25 metre diameter, 35 metre deep storage shaft at Toll House Pumping Station. The MGJV team will also construct diversion and reconnection tunnels between the existing sewer, Toll House pumping station and a new Combined Sewer Overflow (CSO).
In addition, a new CSO will be built at the Corner Café site whilst the existing pumping station at Scalby Mills pre-treatment facility will be extended and major pumps added. These will discharge into a new 800 millimetre diameter rising main which will be laid for two kilometres over farmland up to the existing Scarborough Waste Water Treatment Works where the team will construct three new settlement tanks and an ultra violet treatment facility. The treated discharge will then pass through a further two kilometres of new 900 millimetre diameter pipe to the existing sea outfall.
The completed project will improve the quality of the water which is discharged into the sea during storms.
Jag Paddam, managing director of Infrastructure at Morgan Sindall, says: “We are delighted to have been awarded this project which will use the expertise of both our Infrastructure and Tunnelling teams. This expertise has enabled us to optimise the scheme design and construction method to minimise disruption to the general public.
“We look forward to building on our successful working relationship with Yorkshire Water to deliver this scheme for the benefit of the local community.”
The design work is already underway, with construction due to start this month for completion in February 2014.
The Scarborough project has been awarded as part of the AMP5 Yorkshire Water Framework, to which Morgan Sindall and Grontmij were appointed in August 2010. Projects under this framework range in value from £5 million to £50 million and include clean water and waste water projects from feasibility through design and construction to commissioning and handover.
For more information about this news release please contact Laura Bradley on 01788 534638 or email firstname.lastname@example.org


Supa Dam is built across Kalinadi (Kannada) or Kali river in state of Karnataka in India. The dam is situated in Joida taluk of Uttara Kannada district. The power house at the foot of the dam has two electricity generators of fifty megawatt each. The electricity generated is supplied to different parts of Karnataka. It is near about 25 Km from Dandeli City. This Dam used to produce Electrical power under KPC.


Introducing our new product, VENN Pressure Reducing Valve RP-6.
VENN Pressure Reducing Valve for steam is a pressure reducing valve that allows for accurate pressure control in high-pressure and high flow rate applications. The function of pressure reducing valve is to reduces higher upstream pressure to lower constant downstream pressure
VENN RP-6 model is a pilot operated type pressure reducing valve. It is suitable to install in the steam lines with the high capacity of flow. This model is designed to ensure the perfect performance in various different conditions of the facility, with your easy handling and installation by the light weighted, compact valve body.
Rp-6 pilot-operated pressure reducing valve can be used in main pipe and large-flow pipeline for building equipments, industrial steam line, and various manufacturing equipments and devices.
You can find the product at https://www.encord.com.my/product/pressure-reducing-valve


The Jet range gunmetal, gate pattern dry riser valve comes with flanged or screwed inlet connections. This type of valve is generally intended to be installed in a building dry riser system.
The design and construction of the Jet range gate valves are strictly in accordance with BS 5041:Part 2.
- Compact design with excellent flow charateristics
- Materials of manufacture have all been selected for durability and corrosion resistance
- Valve's metal to metal seating has been precisely machined to provide a water tight seal
- Every valve manufactured is hydrostatically tested
- Complete with plastic plug and chain


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Car Hydraulics Wiring Diagram Description
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How high is the Mississippi River in Burlington Iowa?
Mississippi River at Burlington , IA Flood Stage:15 Ft. Record High Stage:25.73 Ft. Location of Gage : Located in Burlington , IA .
What is the Mississippi River level in St Louis?
|River Mile||Gage Station||Flood Level|
|200.5||Mel Price L&D TW||21.0|
|180.0||St . Louis||30.0|
How high is the Mississippi River in Natchez?
Mississippi River @ Natchez , MS Flood Stage:48.0 Ft. Record High Stage:61.9 Ft.
How high is the Mississippi River at Vicksburg?
Mississippi River @ Vicksburg , MS Flood Stage:43.0 Ft. Record High Stage:57.1 Ft. Location of Gage : 1.6 miles downstream of the mouth of the yazoo diversion canal.
What is the river stage in Guttenberg Iowa?
Click on gauge name for details
|Mississippi River at Lynxville (lynw3)||614.62ft||Normal|
|Mississippi River at Mc Gregor (mcgi4)||8.14ft||Normal|
|Mississippi River at Guttenberg (gtti4)||6.37ft||Normal|
|Mississiippi River at Du Buque (dldi4)||6.26ft||Normal|
How deep is the Mississippi River right now?
The average depth of the Mississippi River between Saint Paul and Saint Louis is between 9 and 12 feet (2.7–3.7 m) deep , the deepest part being Lake Pepin, which averages 20–32 feet (6–10 m) deep and has a maximum depth of 60 feet (18 m).
How high is the Meramec River right now?
|Meramec River , Cook Station (CSNM7)||1.98ft||Normal|
|Meramec River , Steelville (SEEM7)||1.90ft||Normal|
|Meramec River , Sullivan (SLLM7)||3.44ft||Normal|
|Meramec River , Pacific (pcfm7)||0.53ft||Normal|
How deep is the Mississippi River at Hannibal Missouri?
Mississippi River at Hannibal , MO Flood Stage:17 Ft. Record High Stage:31.80 Ft.
What is the river stage at Natchez Mississippi?
Pickneyville Road at Pond, MS near Highway 24 is closed. Also, around 60 permanent homes and 70 camps are evacuated. Bourke Road which is south of Natchez is underwater. Flood Categories (in feet)
|Major Flood Stage :||57|
|Flood Stage :||48|
|Action Stage :||38|
|Low Stage (in feet):||-9999|
What is the river stage at Vicksburg MS?
Flood Stage :43.0 Ft. Record High Stage :57.1 Ft.
|Latest Data 12/18/2020 14:00 Central|
|Latest Stage||18.98 Ft.|
|Last Year’s Stage||33.98 Ft.|
|Today’s Historic Normal Stage||16.30 Ft.|
|24 Hr. Precip Total||0.46 In.|
What is the Mississippi River stage at Vicksburg?
Portions of Letourneau Road in South Vicksburg are flooded. Water level reaches the grain bins at the Bunge Grain facility. Vicksburg Floodwall Gate at South Street is closed. Flood Categories (in feet)
|Major Flood Stage :||50|
|Moderate Flood Stage :||46|
|Flood Stage :||43|
|Action Stage :||35|
|Low Stage (in feet):||-9999|
Is Mississippi River at flood stage?
22.18 ft on 04/19/1965. 20.20 ft on 04/17/1969. 20.13 ft on 04/16/2001. 19.17 ft on 04/18/1952. Mississippi River Flooding – Latest Stages , Forecasts Here.
|Major Flood :||18 ft|
|Moderate Flood :||17 ft|
|Flood Stage :||16 ft|
|Action Stage :||11 ft|
How high is the Ouachita River?
Ouachita River @ Monroe, LA Flood Stage:40.0 Ft. Record High Stage:50.48 Ft.


Our simple yet effective steel braided clutch fluid line for 2005-14 Mustang will provide increased fluid flow capacity which will improve clutch action and feel. It will also reduce/eliminate clutch pedal sticking during hard driving.
Installs easily directly replacing the factory hydraulic line. Includes all fittings and O-rings.
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About the product:
- As the name indicates, it automatically controls the water level of the water tank which is placed on the top of the building.
- when the tank is empty, the water level controller TURNS ON the starter which is connected to the motor automatically.
- Before TURNING ON the starter, it checks the water level in the sump to pump the water to the tank.
- If certain water level is available in sump, the starter TURNS ON the motor.
- If the starter TURNS ON even if there is no water in the sump, the motor gets damaged due to DRY RUN(Dry Run Protection is included).
- when the upper tank is filled(means if it reaches the maximum water level set by the controller installation), the water level controller will automatically TURNS OFF the starter which disconnects the motor from power source.
- It supports upto 5 floors.
- Besides automatic mode, manual mode also provided.
- Manual mode is useful when we need to maintain water level of the tank as per our requirements.
safely packed the product for transportation
Automatic water Level Controller brochure(help document)
connection diagram 1
connection diagram 2
connection diagram 3
connection diagram 4
CURRENTLY INSTALLED LOCATIONS:
- Hyderabad-Kondapur, Uppal.
Please contact 8519991947 for purchasing this product.


Maynilad opposes 'take or pay' in laiban dam there are two other proponents who are saying they are willing to build additional source other than laiban and i. Tribal folk oppose laiban dam project, slams ‘connivance’ between mwss, san miguel. Stop laiban dam 594 the mwss is that there will be a shortage of water in metro manila by 2015 that is why they believe that they have to build another dam in. Laiban dam is a proposed bulk water supply project of the philippine government slated for construction at barangay laiban in tanay, rizal , on the upper portion of.
Mwss, water firms updating supply masterplan laiban dam is a proposed bulk water supply project that previous administrations aimed to build at barangay laiban. Translated into dollars, the figure required to build the laiban dam sums up to more or less one billion dollars,. Posts about power shortage written by power shortage, power supply on san miguel’s proposal to build laiban dam as an alternative to angat was.
Check out the pcij’s coverage of the laiban dam project: mwss: laiban deal with smc ‘may or may not be best to build the p52-billion laiban dam in rizal. A dam being built by ethiopia about but never implemented project to develop the kaliwa river and laiban dam in rizal hopefully we get to build that kaliwa. Laiban dam: a marcos project revived by pnoy ferdinand marcos to build the laiban hydro announced the revival of the laiban dam as a component of.
The original proposal included the construction of a second dam called laiban an unsolicited offer from japanese group proposing a ‘more cost-effective’ build. The kaliwa dam project is among the 75 flagship infrastructure projects of the duterte administration that would cost p187 billion to build laiban dam has been. The dam was conceptualized in the late '70s to provide metro manila with an additional 19 billion liters of water a day and generate some 25 megawatts of.
Kaliwa and laiban dam are the two flagship dam projects proposed by mwss under the new centennial water project the laiban dam will act as a catch basin as well as. When metro manila water works and sewage system announced plans to build the laiban dam, laiban integrated development projects indigenous peoples health care. A labor union leader from the metropolitan waterworks and sewerage system (mwss) assailed the collection of “advance tariffs” from consumers purportedly to. Indigenous women's struggles: the chico dam project and the kalinga women the government had been planning to build four big dams along our chico river. Mwss open to more quezon dam project bids 0 suarez’s proposal to build the 400-megawatt instead of laiban dam,.
Hundreds start march to stop laiban dam building written by ernie manio, lakad laban sa laiban dam josel gonzales loading build small scale dams,. Reaction on the laiban dam to criticisms we had raised in an earlier column against the multi-billion laiban dam trade union congress of the philippines. In just a matter of months, the government will finally start the construction of the kaliwa dam project, a portion of the administration's flagship new centennial. The controversial casecnan project the water delivered to the dam would be used to irrigate rice fields in it has three existing build-operate-transfer.
Regulating the flow of the water through the ethiopian dam will benefit sudan that will now be able to get water year because of the failure to build laiban,. Comments on philippine news march against laiban dam by rudy arizala halt to the implementation of plans to build dams in the mountain range,.
Tfip 877 likes 25 talking about this the philippine task force for indigenous peoples' rights (tfip) is a network of non-governmental organizations. Earlier projects at the laiban watershed various plans for the construction of a dam in tanay, rizal have been proposed since the 1970s, when the marcos government. Stop the centennial dams intends to build the kaliwa dam, with a capacity of 600 million liters per day (mld), by 2020, and the 1,800 mld laiban dam by 2027.


Hydraulic power units
We build hydraulic power units according to customer specifications or on our project. The applications are numerous, such as the storage gas, building, the alimentary sector, alternative energy (solar, hydro), machine tools (profiling, bending), workstation for teaching and testing.
Hydraulic power packs
Our hydraulic power packs production includes both the standard and the special. We are specialized in the design of mini power-packs, able to meet the needs of each customer.


CARENCRO, La. (AP) - A Thibodaux company has been awarded a $1.1 million contract to improve drainage in Beau Bassin Coulee in the Carencro community.
The contract, awarded by the Army Corps of Engineers, went to Phylway Construction LLC.
Construction of phase I is expected to begin November 2013 and includes excavation of a detention pond, construction of concrete slope paving, clearing and grubbing and installation of erosion protection measures. Work is expected to be completed by April 2014.
A contract for phase 2 of the project is likely to be awarded in early 2014, the Army Corps says.
The full project will involve improvements to about 11,000 feet of Beau Bassin Coulee.


Hydraulic steel structures - Part 1: Criteria for design and calculation
Planned document number
The document is to be used for the calculation and construction of hydraulic steel structures as well as for mechanical engineering including electro-technics. Hydraulic steel engineering includes steel constructions which are under strain of stagnat or flowing waters. The basically cover movable sealing devices and parts securely connected with the massive type of construction, such as trackage and bearing area.
NA 119-02-04 AA Hydraulic steel constructions
Notice of supersedure
Vorgesehen als Ersatz für DIN 19704-1:1998-05


Jialing Tingzikou Dam impoundment
At 10:38 on June 18, with the China Datang Corporation Deputy General Manager Lin invited Weishan Zhong, deputy director of the Yangtze River Water Resources Commission announced impoundment order, the state improve the Yangtze River flood control system construction of key projects, the western development focus Engineering, Sichuan Dujiangyan Irrigation recreating a backbone projects, China’s first holding by the central enterprises to participate in national development and construction of water conservancy project construction – Sichuan Jialing Tingzikou Dam of 5 Bottom arc door slowly falling, began impoundment, Sichuan Northeast cherished old people finally won half a century of ‘Hydra heart’ dream.
The dam site control drainage area 61,089 square kilometers, accounting for 39% of the Jialing River basin area. To flood control, irrigation and urban water supply, power generation, taking into account the shipping, and has a comprehensive utilization of sediment deposition reduction benefits. Projects respectively I, etc., for the large size of the project (a type of reservoir total capacity of 4(http://www.best-news.us/).067 billion cubic meters, irrigation area of 292.14 hectares, 1.1 million kilowatts installed capacity of power plants, navigation structures of 2 * 500 tons, the total investment 16.853 billion yuan.
The project, started in 2006, was started in November 2009, January 2010 damming the river. Has invested 11.965 billion yuan, total investment of 71%. Complete volume of 5,189,500 cubic meters of concrete, accounting for 89(Finance News http://www.best-news.us/).8 %, the completion of the amount of 12.9 million cubic meters debris, accounting for 97% of the total. works 100% pass rate, good rate of 98% of the civil works, mechanical and electrical engineering excellent rate of 96.1%. no serious injuries and over production safety accidents, civil construction image good.
May 2013, the reservoir impoundment Tingzikou countdown, and a series of special work acceptance prerequisites have been met, June 17, the first stage water by the state. Hydropower initial water level to 438 meters, planned for the end of July to generate electricity.
Jialing Tingzikou Hydro by Datang Corporation Holdings involved in the development.


The check valve refers to a valve that automatically opens and closes the valve flap by means of the flow of the medium itself, and is used to prevent the back flow of the medium, which is also called a check valve, a check valve, a reverse flow valve, and a back pressure valve. The check valve is an automatic valve whose main function is to prevent back flow of the medium, prevent the pump and drive motor from reversing, and discharge the container medium.
According to the structure, check valve can be divided into three types:
1. Lift Check Valve: Lift check valves are available in both vertical and straight versions.
2. Swing Check Valve: The swing check valve is divided into three types: single-lobed, double-lobed, and multi-lobed.
3. Butterfly Check Valve: The butterfly check valve is divided into a butterfly double flap and a butterfly single flap.
|Stainless steel 304 316 WCB
|DN15-DN100, 1/2"--- 4""
|-20-300 degree C
|Water, gas, air and some corrosive liquid
Widely used in food and beverage processing, as well as in the pharmaceutical and chemical industry.


The Midwest’s waterways have been hit hard by an unusually rainy and snowy spring. Since March, the Mississippi River has maintained high water levels and crested at near-record levels on May 1. The flooding is also impacting construction operations along the river.
Midwest Floods are Hampering River Projects
July 15, 2019
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Power generation is the process of generating electrical energy from the available sources of primary energy. The power generating stations mainly based on sources on the primary energy such as renewable energy and non-renewable energy power generations. On the development of technology, many primary sources are into action for the production of power.
List of 5 Largest Power Generating Stations In The World
1. Three Gorges Dam
The Three Gorges Dam ranks the 1st on the power generation, the main primary source is the hydro. The dam is constructed on the river Yangtze River located in the Yiling District, Yichang, China. The total power generated in terms of installed capacity of 22,500 MW. Each main water turbine has a capacity of 700 MW, by coupling the 32 main turbines with two smaller generators of 50 MW each. Construction of the dam started on December 14th,1994 and completed on 2003, the total construction cost is US$27.6 billion.
Itaipu dam ranks the 2nd place in hydro power generation it is located on the Parana River on the border between Brazil and Paraguay. The installed capacity of the plant is 14 GW with 20 main generating units rated 700 MW each. Construction began in 1971 and ended on 5 May 1984, the total cost of the plant is about US$19.6 billion. The annual generation is of 89.5 TWh.
Xiluodu Dam ranks 3rd place in hydro power generation, located on the Jinsha River, Xiluodu town, China. The primary source of the unit is the hydro power and it has an installed capacity of 13,860 MW. It has 18*770 MW Francis type turbines as main turbines in it. Construction started in December 2005 and completed in July 2013, the overall cost of the plant is about US$6.2 billion. Xiluodu dam is the 4th world tallest dam.
On the 4th place Guri dam, located on the Necuima Canyon, Bolivar. The primary source is the hydro power, overall installed capacity is of 10,235 MW with different ranges of the turbine such as 4*180 MW, 3*400 MW, 2*225 MW and 1*340 MW. The annual generation is 47,000 GWh.
On the 5th place Tucurui dam, located on the Tocantins dam, in the State of Para, Brazil. The main purpose of the dam is for hydroelectric power generation and also for navigation. The overall installed capacity is 8,370 MW with different ranges of turbines such as 12*350 MW, 11*375 MW and 2*22.5 MW.The construction completed in two phases, phase 1 construction, started in 1975-1984 and Phase 2 began in 1998-2012, the overall cost of the plant is US$5.5 billion. The annual power generation of this unit is 21.4 TWh.


One of the striking features of the Tehri Dam is that it is one among the very few embankment dams in the country. The construction material for the dam has been devised by making use of various types of rocks and earth fillings. This has been done so keeping in view the possible erosion that the surrounding atmosphere can cause to the dam. By making use of the rock and sand embankment, the dam has been rendered waterproof to prevent erosion.
The Tehri Dam is one among the biggest dams in the country and even the world. It is eight hundred and fifty feet high and five hundred seventy five meters long. It has been constructed for a mega power project under the Tehri Hydro Development Corporation. When operational, the dam is likely to generate 2000 MW of power.
The Tehri Dam is built across the river Bhagirathi, a tributary of the Ganga, was brought into the project stage in 1961. It was initially conceived to generate 600 MW of hydroelectric power. The actual construction of the dam began in the year 1978. There were several delays in the construction of the dam owing to protests from the local population over their displacement. Further, the acute shortage of funds for the project caused more delays. Even though, the project received financial aid from the USSR, the fund flow ended owing to the political turmoil that erupted in that nation. Thereafter, the Indian Government formed the Tehri Hydel Development Corporation Ltd., which was a joint undertaking between the Central Government and the state of Uttar Pradesh.
There were several changes made in the design of the project and thus this became a mega project capable of generating 2000 MW power. As per the design of the project, the power generation that makes use of pumped storage water is to be commissioned in early 2016.
Within the Tehri Dam lies the Koteshwar Dam that is capable of generating 400 MW of hydroelectric power. Along with the generation of power, the fully functional Tehri Dam will be capable of providing irrigational water to six lakh seventy thousand acres of land. The project is also slated drinking water on a daily basis to several areas of Delhi and several cities of Uttarakhand and Uttar Pradesh.
As quoted above, the prime delay in the execution of the project was owing to the protest against the construction of the Tehri Dam. The protest was staged at the national as well as the international levels. The very construction of the dam at the foothills of the Himalayas was questioned and debated upon by several leading environmental groups. They carried the firm opinion that an earthquake of higher magnitude would wreck havoc over a vast area owing to the collapse of the dam and the deluge of the water that would ensue.
The displacement of the inhabitants of several villages amounting to nearly one lakh people and the destruction of the sanctity of the Bhagirathi River are further reasons for the protest against the dam.
At present, the project is generating up to three thousand million units of power every day.


The Ecocirc auto and vario were designed with the highly efficient electronically commutated permanent magnet motor (ECM technology). Our revolutionary pump is designed to consume 40% less energy. Added variable speed technology offers further power savings. The E10 pump is compact and lightweight, less than 5 lbs. It is whisper quiet and programmable designed with the latest EC technology. The flow rate dependent on the differential pressure control, adjusts the pump performance continuously and automatically to the requirements of the system.


World War 2 photo: Japanese prisoners of war on the construction of the Farhad hydropower station on the Syr Darya river.
About 5,000 Japanese prisoners of war participated in the construction of the Farhad hydropower plant in the USSR from 1945 to 1956.
Location: Shirin, Uzbekistan, USSR
Photo date: 1945
Author: Max Penson


Neu: Kunststoffrinne SELFline
The drainage channel SELFline according to DIN EN 1433 is made of the plastic material polypropylene. The material is 100% recyclable, UV and corrosion resistant. The great advantage of the drainage channel is the lightweight construction of only 1.5 kg per metre element. In combination with the simple plug-in system and the light construction, installation can be carried out without much effort. The drainage channel can be driven over by cars and is ideal for terraces, driveways and garages.


BIERI High Pressure radial piston Hydraulic Pump. 11: Size, 7 pistons, high flow. 800: Pressure max: 800bar/11500 psi.
BIERI radial piston pumps BRK are very robust radial devices with high volumetric efficiency, wide speed range and high reliability, even under rough conditions. Robust radial piston pump, valve controlled - Preeminent power spectrum, broad range, different media. Low piston clearance - Very high volumetric efficiency on a wide speed range.Bearings are designed for maximum constant pressure- Long operating lifetime. Optimized design of suction and pressure valves - Very high suction performance. Minimized dead volume of pistons, linked together with optimized design of suction valves - Self-venting.
Modular pump system - Enables supply of standard pumps as well as special customized models. Specially designed for demanding applications. With continuous pressures up to.
Radial piston pump of modular design. With valve controlled pumping elements. Just search Beiri BRK11 for PDF's and full info. Any questions please ask, many thanks for looking. This item is in the category "Business, Office & Industrial\Hydraulics, Pneumatics, Pumps & Plumbing\Pumps & Pump Accessories\Hydraulic Pumps".
The seller is "don-t-panic" and is located in this country: GB. This item can be shipped worldwide.


ICE JAM CONTINUES: A Flood WARNING has been issued for the Rock River at Dixon as an ice jam upstream of Como continues. Currently, the river is nearing 16 feet. At this level, North Canal Drive is threatened in Woodland Shores. Water also begins overflowing low-lying areas along West First Street in Dixon along with residential property near Sherman Avenue and River Street.
Rapid fluctuations are likely as the ice jam continues. Be prepared for quick rises in water levels.
ICE JAM ALERT: An ice jam has formed on the Rock River upstream of Como. Quick rises of river levels will be possible both upstream and downstream of Como as the ice fluctuates. Currently the Rock River at Dixon is slightly above flood stage and could crest higher by Tuesday evening. If you live along the Rock River, be on the lookout for quick rises in river levels and be prepared to seek higher ground.


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To build long-term relationships, through sustainable construction and commitment to ensuring project success for everyone. To build these relationships we approach every project determined to provide quality, timely, and valuable solutions at every stage of the construction process.
To be the regions leader in water, sewer, and stormwater construction and maintenance, while continuing to provide superior development services.
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Ultrafiltration plant for Low, Medium and High turbidities
High resistance, low fouling outside-in membranes
All equipment mounted on stainless steel 304 skid
Standard control with micro-controller and turbidity display
Advanced control with flow, pressure, differential pressure and turbidity transmitters for data monitoring, normalisation and SCADA.
The system includes:
Feed pump with frequency control SS 316
Three UF plants type:


Depending on the customer’s’ needs, TV Dredging BV supplies 2 types of dredge valves: the rubber ring dredge valve and the discharge dredge valve.
Rubber ring dredge valve
Rubber ring dredge valves ensure leak-proof closing of dredge pipelines. The position of this valve type is either fully open or fully closed.
These dredge valves are executed with a hydraulically operated stainless steel knife which slides between 2 wear-resistant polyurethane sealing rings, which enables the leak-proof closing. The dredge valves are equipped with integrated proximity sensors and/or a position indicator. This enables the operator to remotely monitoring (by sight or signal) the dredge valve’s position: open or closed.
For cleaning the valve housing, the dredge valves are provided with flushing water connectors. In consultation with us, the dredge valves can be mounted in a vertical as well as in a horizontal position.
Optionally these dredge valves can be supplied with Class Certificate. This is mandatory when they will be used as e.g. hull valve in front of the slide flange of a hopper dredger.
Discharge dredge valve
Discharge dredge valves are executed with a wear-resistant knife and are meant to regulate (flow or direction) the pumped mixture. These dredge valves can be supplied hydraulically or manually operated. Both these types can be equipped with an open/close indicator by means of integrated proximity switches in the hydraulic cylinder and/or a position indicator.


Power Steering Pump with Pulley Power Flow 1650PSI (130304-1-KIT)
Power Flow 1650psi Power Steering Pump
Trail-Gear’s new Power Flow 1650 psi pump has been designed and engineered to provide ultimate performance. The body of the pump is constructed of steel to increase reliability and decrease wear. It is also equipped with oversized bushings for high H.P. motors and applications with high pump shaft side loads. Trail-Gear’s Power Flow Pumps have one of the highest flow rates in the industry. The Power Flow pump has been endurance tested at 400°F and has a consistent steady flow across all rpm’s and will not bypass early. In addition, the Power Flow pump has heavy-duty internals and is a direct replacement for "TC" and "CB" style pumps.
NOTE: Comes with V-Belt Pulley
Caution: Maximum pump RPM is 7,000 RPM. Do not drive the pump beyond 7,000 RPMs. If you are using this pump on a custom build, you will need to calculate the correct pump pulley size to ensure you do not exceed 7,000 RPMs on the pump.


Pressure sensors - Connection G1/2" outer
Pressure sensors are suitable for measuring different media with high accuracy. They are available with switching output and/or analog output. Using PC software, the measured values can be recorded depending on the device type. These sensors can be used in all areas of e.g. pneumatic and hydraulic applications.


Ethiopian Electric Power (EEP) announced 79 percent of the construction of Genale Dawa 3 hydropower project is completed.
Misikir Negash, Foreign Relations Director at EEP, said EEP is exerting effort to complete the 254 MW hydropower project as per schedule.
The government of Ethiopia and Exim bank of China has extended USD 451 million for the construction of the project.
Currently, Ethiopia has 2,421 MW electric power generating capacity and plans to generate 17,000 MW in the coming five years.
Ethiopia has the potential to generate 50,000 MW from hydropower, 1.3 MW from wind and over 10,000 MW from Geothermal energy.


The Dam wall is a new flat storage system with standardized parts for loading heights up to 9 m.
The storage wall can be used as the outside wall and the storage column as hall-structure. So the total costs per m³ grain are quite low priced.
- Price validity for systems > 80m² surrounding wall
- Prices per m² wall area


KOHISTAN, June 25: The Pakistani Prime Minister, Mr Nawaz Sharif, has laid the foundation stone for the Dasu power project, which will generate 4,320 megawatts electricity.
Speaking at the groundbreaking ceremony, Mr Sharif said the project would help resolve the energy crisis in Pakistan.
He said hydel resources would be utilised to overcome the electricity crisis. Work on the Diamer-Bhasha dam would also begin soon, he added.
The World Bank has agreed to provide assistance worth 1 billion dollars for the project, which is expected to be completed in two phases. The first phase will be completed in five years and will add 2,160MW electricity to the national grid.
The premier also said an additional 40,000 megawatts of electricity could be generated from new power projects on the River Indus.
The project, located on the Karakoram Highway, will be constructed on the River Indus and it is about seven kilometres upstream of Dasu village and 74km downstream of Diamer-Bhasha Dam.


New submersible product range
DAC Electric started the development to design a new product range of submersible motors in squirrel-cage and permanent magnet execution.
These new type of submersible motors are a complement to the existing range of submersible motors but will serve a complete different field of application and industry. The existing range is especially designed for dredge pump design.. The new submersible motor range is much smaller in rated power and torque and will be used for for well-head pumping stations, sewage stations etc..
The final product launch will be expected at the 2nd quarter of 2016.


Cam Thuy 1 Hydropower Plant Project is invested by Infrastructure Investment and Transportation Construction Joint Stock Company (Intracom) and built on the Ma River in the location of Cam Binh and Cam Luong communes, Cam Thuy district, Thanh Hoa province, with an investment of VND 1,300 billion.
The project has an installation capacity of 28.8 MW, an average output of 138,106 million kWh/year. In addition to the main task of supplying electricity to the national power system, the project also acts as a reservoir, increasing water sources for local agricultural production.
At present, Cam Thuy 1 Hydropower Plant Project is completed on schedule and officially accumulates water into the reservoir.
Cam Thuy 1 Hydropower Plant’s reservoir has a capacity of 14 million m3 of water; the reservoir bed area is more than 450 hectares, acting as a tool to store energy, allowing low-level electricity generation during off-peak hours to accumulate water which then flows out to generate electricity at peak hours daily. In addition, the water accumulation into the reservoir also helps hydropower plant control water level, regulate flow and control floods. For the localities, the reservoir is also the place to attract tourists and brings them economic development benefits.
Along with the important items such as plant, spillways, weir, flood and sand dams, water channels, locks, 2 generator sets, transformer stations and 110 KV connection lines, etc., the water accumulation into the reservoir is an important premise to ensure project progress, preparing for the national grid connection according to the proposed plan of Cam Thuy 1 Hydropower Plant.


Cahaba River Enhancement
This project consists of an enhancement for the Cahaba River in the vicinity of the Civitan Park. The total project reach is approximately 3,200 LF. 2017 ACEC Engineering Excellence Awards Competition Merit Award. The Stream Consultant on this project was Jennings Environmental.
Holcombe Norton Partners (Landscape Architect)
North State Environmental


BINGHAMTON (WBNG) – The southern layer is preparing for heavy rains combined with snow melting on Christmas Eve to create the threat of significant flooding along the Susquehanna and Chenango rivers.
According to the National Weather Service, the Susquehanna River in Vestal is expected to reach 27.1 feet, just above the threshold to classify the flood as “large”. As of 3 pm, the river level was just over 5 feet.
River levels across the southern level are expected to rise due to a historic storm that poured up to 40 inches of snow last week. As the snow melts, it can pour large amounts of water into streams and rivers, as well as causing flooding.
Floods are not expected to reach the same level that the region experienced in 2011.
However, if the river in Vestal rises to 27.1 feet, it would be the ninth highest peak ever recorded, reaching the top of the 26.62 foot peak established in 1979.
The current forecast for each river (after 3:15 pm) is below:
- Susquehanna River in Owego – crests in the small flood stage at 31.3 feet.
- Susquehanna River in Waverly – ridges in moderate flooding at 19.9 feet. 20 feet is considered the main flood stage.
- Susquehanna River in Vestal – crests at the stage of great flood at 27.1 feet.
- Susquehanna River in Binghamton – ridges in moderate flooding at 17.4 feet. The main stage of the flood is 18 feet.
- Susquehanna River in Windsor – ridges at the 17.5 foot low flood stage. The moderate flood stage is 19 feet.
- Susquehanna River in Conklin – ridges in a moderate flood stage at 17.9 feet. The main stage of the flood is 20 feet.
- Chenango River in Greene – ridges in moderate flood stage at 16.4 feet. The main stage of the flood is 18 feet.
- Chenango River in Forks Chenango – ridges in a small flood stage at 12.2 feet. The moderate flood stage is 12.6 feet.
If you want to check the most current river levels and look at other rivers, click here.
Stay with your weather authority for forecast updates as the rain continues to fall.


Four Seasons Hotel and Private Residences, One Dalton StreetApril 24, 2015
Hotel and residences are expected to be completed in 2017
Bolivar Dam work to begin in DecemberAugust 14, 2014
The U.S. Army Corps of Engineers, Huntington District, has awarded TREVIICOS the construction of the seepage barrier at Bolivar Dam in OhioApril 3, 2014
The work is expected to take about four years to complete.
TREVIICOS awarded of the OCI Wyoming - Pond 2 North Cutoff Wall project in Green RiverFebruary 28, 2014
The work will begin in April 2014.


T-500 Water Flow Controller
Ideal for adjusting the water flow for stills.
An adapter is included so the unit should work on a 22mm and 24mm threaded faucet.
This unit is a needle valve design which allows accurate adjustment of the water flow.
BrewersDirect is proud to offer The T-500 Water Flow Controller At a Great Price.


A hydraulic measuring head is a calibrated measuring instrument that is used for continuous and discontinuous mechanical cone penetration testing. The force on the mechanical cone is transferred to the surface by means of the inner rods and converted into a hydraulic pressure that is displayed by means of 2 pressure gauges. CPT data are supposed to be recorded manually by the CPT operator while performing the test.
The hydraulic measuring head composes of a fluid-filled measuring body with hydraulic piston, 2 read-out pressure gauges, and an automatic by-pass valve. This valve diverts the hydraulic pressure automatically from the pressure gauge with the low measuring range to the pressure gauge with the high measuring range when the pressure raises and it protects of the smallest of the 2 manometers against too high pressures.
The CPT test can be performed with either a jacket cone or with a friction jacket cone (also called Begemann cone). The jacket cone allows for continuous as well as discontinuous CPT testing. The friction jacket cone allows for discontinuous CPT testing only.
Since the hydraulic measuring heads are also suitable for discontinuous CPT testing, it is provided with a J-slot selector.
The advantages of a hydraulic measuring head are numerous:
- Simple and straightforward measuring tool
- Gives direct feel with what is going on
- Read-out in kN
- Suitable for both continuous and discontinuous mechanical CPT testing


Ethiopia unveils another hydro project over Nile River
Ethiopia on Thursday unveiled another hydro electric power project over the Nile River basin, which will generate 2 100 MW of electricity.
The project is part of the Horn of Africa country’s plans to position itself as a major electricity supplier to neighboring countries.
The Beka-Abo multipurpose power project, according to the Ministry of Water and Energy, will be set up at Nile Bridge, about 2 km from the Nile river around Bure-Nekemt road, about 360 km north west of Addis Ababa.
Stakeholders are discussing details of the project in Addis Ababa, with support from the Norwegian government, which donated more than 20 million Euros for a feasibility study.
The ministry said the project will significantly contribute to efforts to meet the local demand and the country’s push to export power.
Ethiopia has already started power supply to neighbouring Djibouti and is preparing to start selling electricity to Sudan early next year.
In April, the country launched Africa’s biggest dam over the Nile River. The Renaissance Dam is expected to generate 5 250 MW of electricity.
This project will cost US$ 5 billion and will be fully funded by the government and ordinary people through bonds.
The mega projects over the Nile have angered neighbouring Egypt, which it says will impact negatively on water levels on the shared river.


Narnungga Park Sculpture of a Conceptual Park Shelter
- Project Client:GHD (ACT Government)
- Location:Narnungga Park 25, Sir James Congdon Drive, SA
The shoreline of the lake was dramatically reshaped to improve recreational access to and around the lake. The project involved construction of a new lake wall, dredging of the lake to form the new curved inlet shape, reclaiming the existing harbour to create the new grassed bank, extension of stormwater pipes including construction of a new large stormwater chamber and headwall, paving, landscaping and pedestrian lighting.
Wilde and Woollard provided cost planning services including providing cost options for various forms of the lake wall, dredging of the lake and reclamation of land, silt and sediment dams and stormwater works.
Photographer: Tim Coleman, Wilde and Woollard


Beaver Dam Road
This project is located on a 2.2-mile segment of Beaver Dam Road within Beaver Dam State Park. The project extends along the road from just south of the second campground to the southern boundary of the park.
Beaver Dam Road is a narrow gravel local road varying in width from approximately 12 feet to 15 feet. The road has experienced significant damage near the major drainages due to clogging and overtopping. The project will reconstruct the roadway to a consistent width with drainage improvements at the major drainage crossings and safety improvements at select locations.
Key Project Dates
Advertise: Winter 2018 – 2019
Construction: Summer 2019
Drainage improvement location on Beaver Dam Road.
Beaver Dam Road at southern end of the project.
|Project #||NV FLAP 200(1)|
|Project Name||Beaver Dam Road|
|FLMA||Bureau of Land Management|
Project Manager: Lou Haasis
Federal Highway Administration
Central Federal Lands Highway Division
12300 West Dakota Avenue
Lakewood, CO 80228


Contract signed with MTCC for the construction of F. Biledhdhoo new channel and breakwater
05 September 2016 : 14:05
Ministry today has signed a contract with Maldives Transport and Contracting Company (MTCC) for the Construction of F.Biledhdhoo new channel and breakwater.
The duration of the project is 160 days and a total of MVR 10,229,417.64 will cost for the project. Under this signed contract a new channel and a breakwater will be constructed in the island. The main works of the project includes construction of 68 meter rock armor breakwater; 24 meter wide channel will be constructed and closing of the existing channel.
On behalf of the Government of Maldives Minister of Housing and Infrastructure Dr.Mohamed Muizzu signed the contract agreement and Mr. Ahmed Kurik Riza, Managing Director of MTCC signed the contract on behalf of the MTCC.


Consistent with the diverse range of energy sources available in Brazil, which are fundamental to ensure energy security, Queiroz Galvão Energia also harnesses water power at three hydroelectric power plants: Santa Clara (60 MW) in Minas Gerais, Jauru (121.5 MW) in Mato Grosso, and Quebra Queixo (120 MW) in Santa Catarina providing a combined installed capacity of over 301.5 MW.
The Group has also built the hydroelectric stations of Queimado (Minas Gerais/Goiás) and Eliezer Batista (Minas Gerais), with installed power capacity of 105 MW and 330 MW, respectively. It participated in the construction works and assembly of the electromechanical equipment for the Miranda hydroelectric power plant, in the state of Minas Gerais, with an installed power capacity of 390 MW; in the construction of the Amador Aguiar I and II hydropower plants, totaling 450 MW; and of the construction of the La Higuera hydropower plant in Chile, which is in its final stage, with an installed capacity of 156 MW.
For more information, visit:
|Hydroelectric Stations||Location||Installed Capacity (MW)||Commercial Operation|
|Santa Clara||Nanuque - MG||60 MW||Operational|
|Jauru||Jauru - MT||121.5 MW||Operational|
|Quebra-Queixo||Ipuaçu - SC||120 MW||Operational|


The hydraulic model for the Sava River - Sava HEC-RAS was developed for the section from the border between Slovenia and Croatia up to Belgrade and the major tributaries up to the Sava River backwaters and more. The Sava HEC-RAS is coupled with the Sava HEC-HMS model which output locations match the (lateral) inflow points of the HEC-RAS model.
The model geometry is setup on a high-resolution digital elevation data, based on the Light Detecting and Ranging (LiDAR) technology, surveyed in 2017.
Lateral structures are used within the Sava HEC-RAS to transfer flow from the mainstem model of the Sava River reach to lateral areas adjacent to the Sava River. These lateral areas are represented by storage areas and usually represent areas behind the major levees of the Sava River, retention areas, or tributary backwater areas. Overall, storage areas were used as an efficient and appropriate approach to route flow leaving the Sava River model over and/or through lateral structures to lateral areas throughout the Sava River model extent. In areas where more detailed approaches were necessary, 2D areas were used to represent these lateral areas.
In addition to developing an unsteady flow HEC-RAS model for the Sava River, special analyses of two-dimensional (2D) and levee breach capabilities are also developed and available in the model.
Model is incorporated into the Sava Flood Forecasting and Warning System.


Arizona water levels are looking great this year. Roosevelt Lake has gone from 38% Jan. 1 to 56% today, with a lake level rise of over 22 foot. Bartlett Lake is at 97% today. Total Salt River storage is at 67%, That is 11% higher then last year. The more water Arizona has the less Colorado River water will be used.


Anne Arundel Central Sanitation Facility
Project at a Glance
About this Project
New construction of a 41,000 square foot administration building, 5,000 square foot open shed structure, 6,700 square foot concrete storage bins, 7,300 square foot Vactor storage building, 10,000 square foot warehouse, and interior modifications to the existing water operations building. The project also included development and expansion of the existing site, which included new construction of on-site stormwater management, regenerative stormwater conveyance, surface parking, and associated site modifications.
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LAKE MANCHESTER DAM, MCCONNEL DOWELL CONSTRUCTORS – BRISBANE (2006 – 2008)
Arrow Concrete Cutting provided contracted services to McConnel Dowell Constructors during the dam upgrade project.
- Concrete tower dismantled, lifted and removed
- Precise customised cuts through the concrete wall for the spillway
- Flange removal
Lake Manchester Dam is located approximately 25kms west of Brisbane. The dam structure was 160m long and 38m high. This dam had a long unlined free-overflow spillway. It had a full storage capacity of 26 000 megalitres and a catchment area of 74km squared.
Lake Manchester Dam Upgrade
This project by Brisbane Water covered the stabilisation of the dam wall and the upgrading of the spillway. The updgrading of the spillway meets the current Australian National Committee on Large Dams (ANCOLD) guidelines and Industry State of Practice Standards
Google Satellite Map
Lake Manchester Dam
Brisbane Council Newsroom
News Article – Lake Manchester Dam Recommissioned
Brisbane City Council
Lake Manchester Dam Flood Security Upgrade
Lake Manchester Newsletter
Relationship Contracting using the “commercial alliance contract of delivery” Article which includes reference to Lake Manchester Dam upgrade project under McConnel Dowell Constructions


The simple construction of Flow Gauges / Indicator, without any power supply or, battery.
Applications : These type of Flow Gauges are perfectly suitable to take an idea of the liquid flow rate through the pipe line. These are very commonly used in Oil Extrusion Machines, Plastic Molding Machines, Casting Industries, Cement Industries, Vacuum Pump Cooling Systems, Mechanical Seal Manufacturing units etc. applications where unidirectional flow is possible. These Flow Gauges can be used for Hard Water as well as various oils of 12 up to 110 cst viscosity.
Note :To receive quick response, please provide your basic requirement details and max.Application information.


sewer odor and cast iron drain c concrete slab floor drainage.
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concrete side walk on of house with custom curb to retain higher ground elevation and prevent dirt erosion 3 drain grates slab slope.
the concrete was deteriorating around edges and on bottom of drain it impossible to keep clean because all uneven rough slab drainage problem.


VOPAK PANAMA ATLANTIC, INC
This project consisted of the construction of the Tank Pit Manifold, which
consisted of a 25m x 51m sheet pile perimeter with an internal division to
create two adjacent chambers with different elevations. The works consisted of the installation of the sheet piling, the fabrication and installation of precast concrete micropiles, excavation and earthfill works, the construction of 1.2m thick reinforced concrete slabs for the manifold topping and drainage trenches and pedestals upon which to install the pumps.
The works were carried out in accordance with the contractual and regional seismic criteria.


The Vydra Hydroelectric Power Plant
The importance of the nearby Vchynice-Tetov Navigation Canal was declining after the logging industry was reduced, so other uses were sought. In 1937, the construction of a new hydroelectric power plant called Vydra began and was put into operation two years later. The author of the design was Ing. Karel Kosek, who had already prepared a technical solution for a pumped storage power plant under Černé jezero in the 1920s.
The whole complex actually starts on the navigation canal at Mechov (Mosau), where the intake structure is preserved. From there, water is channelled through an underground conduit (partly in pressure pipes, greater part in a bricked gallery) for a total length of 3.2 kilometres to a storage reservoir near the settlement of Sedlo. The reservoir was built so that the water could be stored here during times of low load on the power grid and then used for power generationduring peak hours. The water is piped from the reservoir to a nearby reinforced concrete tower called the “Water Castle”.
In the event of a turbine failure, the water supply can be shut off remotely from the power plant. The water is then piped underground to the power plant on the banks of the Vydra River. The total gradient is 240 metres and the power plant capacity is 6.4 MW. This and much more can be found in the permanent exhibition, which is open to the general public all year round.


Dedication of the latter phase of Lagarfoss Power Station
On Saturday 6 October 2007, the latter phase of Lagarfoss Power Station was formally brought into operation. The dedication ceremony began at 15:00 when Iceland State Electricity (RARIK) Chairman of the Board Hilmar Gunnarsson laid the cornerstone of the power plant.
Construction of the expansion of RARIK’s Lagarfoss Power Station began in mid-April 2005. The project involved the expansion of the control station to the north, a new intake to the north of the previous control station, and a pressurized water shaft between the new intake and the control station building. It also entailed the enlargement of the headrace channel, together with the accompanying construction of flood protection structures and dams.
The 8 MW first phase of the Lagarfoss Power Station was brought on line in 1975. The completion of the second phase brings the total production capacity of the plant to 28 MW.


Construction Notice: Construction of the drainage project on Range Road 170A north of Township Road 541 will be commencing today (October 4, 2022) with brushing operations.
The moving of dirt will commence on Tuesday (October 11, 2022).
The road will NOT be closed during construction however delays may be experienced. The project is expected to be completed by October 30, 2022.
For more information please call 780-723-4800 or 1-800-665-6030.


Chamelia Foundation stone of 40 MW Upper
The foundation stone of 40 MW Upper Chameliya Hydropower Project has been laid. The foundation stone of the project to be constructed in Marma Village Municipality-2 was jointly laid by Village Municipality Chairman Jaman Singh Dhami and AP Power Company Director Indramani Trital today.
The project is the largest project in the far west being constructed by the private sector. The foundation stone of the project has been laid with the aim of completing the project within 20 months, said Trital. The total cost of the project is Rs. 7.40 billion.
Six banks and financial institutions have invested in the project. Led by Himalayan Bank, Employees Provident Fund, Rastriya Banijya Bank, Nepal Bank, Nepal Bangladesh Bank and Century Commercial Bank have invested Rs. 5.18 billion. According to operator Trital, loans from banks and financial institutions account for 70 percent of the total cost. It is stated that 30 percent (Rs. 2.22 billion) will be invested.
Construction work of the project structure has been started along with the foundation stone. About six kilometers of pipeline with a diameter of 3.2 meters will be constructed for the project with a head of 205 meters. The water brought through the pipeline by building a dam in Api Himal Gaonpalika-5 Okhal will be discharged into the power house to be constructed in Marma Gaonpalika-2 Ghattegad
The electricity generated from the project will be connected to the 132 KV substation constructed by Nepal Electricity Authority at Balanch. The project is about 13 kilometers above the 30 MW capacity Chamelia constructed by NEA. Trital said that there would be no problem in connecting electricity as the Balanch substation was in operation. After the completion of the project, 264.1 million units of electricity will be generated annually.
The company has already connected 8.5 MW Naugad and 8 MW Upper Naugad projects to the transmission system. After the construction of Upper Chamelia, the capacity of the project invested by the company will reach 56.5 MW.