Prime Constructions have delivered the overall logistics centre which includes Buildings 1, 1A and 1B. The project was challenged by softer ground conditions on the site which required bored piers on which steel portal frames we reerected. Precast concrete dado panels were then installed after which metal roofing and wall cladding was installed. Once the envelope of the building was closed, the internal fibre concrete slabs were poured. The main offices are constructed using a tilt up construction method. As the capacity of the existing stormwater drainage system is limited, a 3,000,000-litre on-site stormwater detention (OSD) system has been incorporated in the design to reduce the impact on the adjacent creek. The OSD tank has been constructed to manage the stormwater for all three warehouses totalling a little over 60,000m2.The tank has a storage capacity of 3.5m litres and feeds into two Gross Pollutant Traps (GPT) which ensure the water is cleaned before being discharged into the adjacent council stormwater channel.
- Large on-site stormwater detention tanks
- Design of 4 Buildings
Yennora, NSW, Australia


The City of Asheville is undergoing a project to improve stormwater drainage in the Carter, Anne and Patton area of Downtown Asheville. Moderate to heavy rain storms create localized flooding near this area.
A new stormwater drainage system will be installed within the public right-of-way that extends the existing stormwater system on Carter Street down to Patton Avenue, along the Patton Avenue right-of-way from South French Broad Avenue going west to Ann Street and running down Ann Street to tie into an existing public drainage system near Pearl Street. Additional drainage structures along Carter Street and S. Ann Street will help alleviate existing drainage problems in the area. Within the public right-of-way, drainage structures will also be added along Patton Avenue to Clingman Avenue to minimize ponding in the street impacting pedestrians on the sidewalks as vehicles travel by.
Pedestrian safety improvements will be made to the intersection of Patton Avenue and Clingman Avenue in coordination with NCDOT. Additional ADA accessibility improvements will be made to the sidewalks along Patton Avenue. This project improves stormwater conveyance and flooding as well as pedestrian and vehicular safety for the Patton Avenue corridor.
The design for the project has been completed and the City is currently developing a contract to begin the project.


9 July 2004
Trevallyn tunnel works completed
Hydro Tasmania has completed major maintenance and upgrade works of the headrace tunnel which carries water from Lake Trevallyn to the Trevallyn Power Station.
6 July 2004
Hydro Tasmania records new generation peak
Last night's cold snap produced a new peak in Tasmania's electricity generation.


Month: February 2019
February 5, 2019
£4 Million Investment at Caugh Hill Water Treatment Works Complete!
NI Water is pleased to announce the completion of a £4 Million investment at Caugh Hill Water Treatment Works outside Dungiven. The improvement work involved the construction of a new sludge press, which is an essential element of the water


Numerical modelling of Flow characteristics over sharp crested triangular and W-shaped weirs for establishing downstream scour behavior
Weirs are flow control devices that are often used in waterways. As the weirs by nature change the flow patterns in the water ways, significant changes in the flow structure in the vicinity of the weir structure can be easily seen. These significant changes in the flow patterns create significant changes in the surrounding flow geometries. Scour in the downstream of the weir is fairly well-known side effect in the channels. The objective of this study is to evaluate the flow characteristics of a triangular sharp crested weir and its comparison with W-shaped sharp crested weir using CFD (Computational Fluid Dynamics) with Ansys Fluent as the main tool. Important flow characteristics, before and after two weir shapes have been evaluated and their potential to cause scour in the downstream evaluated with a view establish relationship between weir shape and the likely scour area has been investigated. It has been found that weir shape has significant influence on scour behaviour and this study may be used a reference for future evaluation of scour potential of weirs of different shapes.


The works were designed to mitigate flooding to the residential area at Collier Street and the factory units at Rankine Street adjacent to the Black Cart River in Johnstone.
Drainage outfalls were picked up by gravity sewers and conveyed to pumping stations built behind new protective bunds and walls.
During storm conditions excessive flows will be held in storage tanks before being pumped into the river.
The main elements of the contract were as follows:
- Realignment and widening of existing river course over 300 metres.
- Excavation of 14,000m3 material
- 8000 m3 of new bund.
- Installation of 2 “package type” pumping stations and associated pipework.
- Construction of 1200 m3 bastion and gabion walling.
|Duration of works:||June 2001 – March 2002|


BRONXVILLE, N.Y. – Construction related to improvements of storm-water drainage systems, is expected to begin in January 2015 with a completion date of August to early September 2015.
The project -- part of the Federal Emergency Management Agence flood mitigation grant project awarded to Bronxville in 2012 -- will benefit the Bronxville School campus, and will also aid neighbors on Meadow, Willow and Midland Avenue, and even in Bolton Gardens.
Based on a cost-benefit analysis, factoring in the storm events of 2007 and 2011 in which the school alone had losses upwards of $28 million, FEMA determined the project to be cost effective at a dollar value of nearly $6.9 million. The village entered into a funding agreement with FEMA where FEMA would cover 75 percent of the cost with the village and school district evenly splitting the remaining 25 percent.
The following upgrades are part of the project:
- A new flow diversion structure will be installed in the alignment of each of the two existing primary water conveyance trunk lines to divert excess runoff
- A new storm-water pump station will be constructed in the parking lot on the school campus to deliver the excess runoff diverted from the existing trunk lines to the Bronx River
- Five diesel-powered pumping units will be installed with a pumping capacity of 100,000 gallons per minute
- A below-grade concrete wet well will be built to receive the pump suction lines and to provide temporary runoff storage during pumping
- Construction of an architectural wall enclosure around the pumping units for aesthetics and noise attenuation
- A new below-grade storage piping network will be constructed below the existing natural turf field (Hayes Field) on the school campus.
- A new conveyance system pipe will be installed from the pump station location to Scout Field directing the excess runoff to the Bronx River via Laurel Brook. The new force main will cross Midland Avenue extending across library and village hall property to the area near the intersection of Palumbo Place and Gramatan Avenue. A new stabilized drainage channel will also be constructed on Scout Field to direct excess runoff from the force main pipe.
Specifically, the pump station will capture and deliver excess storm-water runoff to the Bronx River before flooding occurs under most storm event conditions because it will utilize a dedicated force main pipe so that storm water can reach the Bronx River.
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The Broadlands Hydro power plant is a significant milestone in the generation of renewable Energy in Sri Lanka, according to the government.
The hydro power plant to be constructed at Kithulgala, about 90 km north-east of Colombo, will add 35 megawatt to the national grid. Once the project is completed it expects to generate 137 GWh of electrical energy annually.
The project which is a run-of-river type project planned to be built on the Kelani River is the last of the series of hydro power plants of Laxapana and it has been stalled for 25 years due to environmental concerns.
The 24-meter high and 114-meter long dam will be constructed across the Kelani River in Kithulgala in the Nuwara Eliya District and the power plant will be established in Yatiyanthota in Kegalle district. The tunnel of the complex will be 3.5 kilometers long and 5.4 meters in diameter.
The required funding to commence construction work of the project has been obtained from the Industrial and Commercial Bank of China (ICBC) and the required insurance coverage for the said loan has been taken from the China Export and Credit Insurance Corporation.
Accordingly, the Cabinet of the Ministers has approved the proposal made by the Minister of Power and Energy to accept the above Insurance Corporation as a combined lender of the loan.


Description of Project
Removal of the Silver Lake and Ivanhoe Reservoirs from potable water supply service and construction of two underground reservoirs and a large-diameter pipeline located at Headworks property, replacing the operational function of Silver Lake and Ivanhoe. The replacement storage will be below grade and consists of two water storage facilities, the Headworks East Reservoir and the Headworks West Reservoir. In order to take advantage of the renewable energy source developed by the flowing water, a four-megawatt hydroelectric plant will be built on site to generate power. After the completion of these projects the ecosystem will be developed to establish environmental habitats and recreational facilities for community use.


STH/Dproducts / Clamping machines for gluing
The machine frame consists of a wheel-mounted steel structure, 2 wheels of which are steerable. The clamping machine is equipped with manual hydraulic cylinders (max. thrust 1500 kg) with rapid pressure on-off control. The hydraulic cylinders are also equipped with an adjustable by-pass valve to prevent the rated pressure being exceeded.
STANDARD EQUIPMENT: Single-sided with 8 sliding vertical beams and 2 manual front pressure bars, Actual working dimensions 2500x1800 mm.
OPTIONAL EQUIPMENT: Additional vertical beams with pneumatic cylinder, Additional front pressure bars, Working lengths greater than 2500 mm, Working heights greater than 1800 mm.


Flood Safety Projects along the Tisza river in Hungary
Flood Safety Projects along the
Tisza river in Hungary
Between 1998 and 2001, four extraordinary floods occurred in the Tisza River Basin. Considering the magnitude of the endangered areas, the populations threatened, and the goods damaged, these floods broke every record in the upper and middle Tisza areas. Evaluation of the repeat floods made it clear that the method of heightening and strengthening dams to protect the country against floods should be reconsidered.
The ‘Improvement of the Vasarhelyi Plan’ (IVP) project has been developed, aiming to provide flood safety by storing excess water in reservoirs. The overall objective of the programme is to increase the discharge capacity of the flood bed together with the ecological revitalisation of the floodplain.
Preparatory studies have looked at ways to facilitate an increase in the discharge capacity of the flood bed through alteration of land use, and have identified around 30 sites which might be able to store excess water as reservoirs. Between 10 and 12 sites have been selected which have the total storage capacity of around 1,500 million cubic metres. According to preliminary calculations, this capacity is enough to decrease the peak levels of extreme floods by one metre all along the Hungarian section of the Tisza.
Prompted by the results of these extensive preparatory studies, the Hungarian government adopted a decision on the first stage of the IVP in 2003. During this first stage of the plan, six reservoirs (Cigand-Tiszakarád, Szamos-Kraszna-közi, Nagykunsági, Hanyi-Tiszsülyi, Tiszaroffi reservoirs and part of the Nagykunsági reservoir) will be built. In addition, the discharge capacity of the flood bed will be improved.
The IVP also aims to establish new landscape management in the territory of the reservoirs as well as regional, rural, and infrastructure development – which will result in a healthier Tisza River Basin.


Pt Dehumidifier Built Pump Apellw Home Depot Dehumidifiers Pumps
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Pt dehumidifier built pump apellw home depot dehumidifiers pumps – thoughtfully grouped and subsequently released at October 21, 2020, 10:24 am, This pt dehumidifier built pump apellw home depot dehumidifiers pumps above is one of the images in dehumidifiers with built in pumps along with other home improvement photograph.


HX671C Hydraulic Comparator consists of hand pump, lead screw, relieve valve, F–adjust valve, oil tank and output interface. It has stable compression and easy operation. It can extensively be used in the fieldwork. It provides pressure for calibrating pressure gauges.
HX671C provides pressure for calibrating pressure gauges, such as pressure (different pressure) transducers, precision pressure gauges, general pressure gauges and other pressure gauges. It can be widely used in power, chemical, petrol, metallurgy, metering, military industry, etc.
◆ Easy operation, saving labor.
◆ Fast connection, quick pressurizing
◆ Increasing pressure easily, convenient maintenance.
◆ The appearance is simple & beautiful.
◆ Pressure Range: (0~700) bar
◆ Stability: 0.05%F.S
◆ Working Medium: 25# Transformer oil
◆ Output Interface: M20*1.5 Female
◆ Dimension (L×W×H): 210mm×210mm×140mm
◆ Weight: 2.6kg


The Diamer-Bhasha Dam is located on the Indus River in northern Pakistan between Kohistan district in Khyber Pakhtunkhwa and Diamer district in Gilgit Baltistan.
The dam will have a gross storage capacity of 8.1 Million Acre Feet (MAF) and power generation capacity of 4500 MW.
With the height of 272 meters, it will be the tallest Roller Compact Concrete (RCC) dam in the world, would be completed in 2028.
Recently, Pakistan signed a contract with a joint venture of a China Power (Chinese state-run firm) and the Frontier Works Organization (FWO-a commercial arm of Pakistan’s military) for the construction of the Diamer-Bhasha dam.
The contract covers construction of a diversion system, main dam, Access Bridge and the 21MW Tangir hydropower project.
The objectives of the project are
Fulfil the increasing water and electricity requirements of the country.
Serve as the main storage dam of the country, besides Mangla and Tarbela dams.
Help alleviate acute irrigation shortage in the Indus basin irrigation system.
Reduce intensity, quantum and duration of floods and reduce magnitude and frequency of floods in the River Indus downstream.
India has opposed the move on the grounds that Gilgit-Baltistan region is part of the erstwhile state of Jammu and Kashmir that was illegally occupied by Pakistan.


It is expected that the contract will be signed in the next few months. The capacity of the existing plant will be doubled from 200,000 m³/d to 400,000 m³/d as part of a prime contractor order. The contract covers the construction of a sludge drying- and incineration plant with an output of around 15 MW. The construction period for the entire project is expected to take 36 months. Following which, WTE will take over the operational management for ten years.


High Pressure Flow Automatic Control Instrument
I. Product overview
Model JDK-11-J high-pressure flow automatic control instrument is a high-tech mechatronics product developed by our company, which integrates flowmeter, control valve, controller and intelligent wireless communication interface.The utility model has the advantages of compact structure, simple operation, intuitive display, high control accuracy, corrosion resistance, high temperature resistance, scale prevention, manual flow control and automatic flow control, etc. It can input the setting value according to the control requirement, and automatically complete the stable flow rate mixing injection, especially suitable for oilfield water mixing, quantitative water injection and quantitative control devices of various liquids. The quantitative control devices have various communication interfaces:RS485 communication, GPRS communication and wireless communication, the product network design concept, can make the product remote monitoring. The application of digital operation and communication system realizes the complete digitalization of communication control process.
Appearance Schematics of High Pressure Flow Automatic Control Instrument
Explosion Diagram of High Pressure Flow Automatic Control Instrument
II. Product characteristics
1. Adopt high-performance embedded processor and closed-loop control technology to ensure flow control accuracy;
2. That control valve adopt an angle stroke control valve, which has the advantages of compact structure, light weight, stable regulation and high reliability;
3. Chinese liquid crystal display interface, human-computer interaction is more intuitive and convenient;
4. Automatic fault detection function, with indication device such as operation and fault;
5. It can withstand high pressure liquid of 1.0 ~ 45MPa, and various caliber can be selected to ensure the flow control range;
6. It has the function of water injection pressure control. When the water injection pressure exceeds the set threshold, the control valve stops to open.
III. Design Selection


By Our Reporter
About twenty per cent of the Aurn III Project work has been completed following the completion of a year of the project’s inauguration.
Prime Minister KP Sharma Oli and Indian Prime Minister Narendra Modi had jointly inaugurated the construction of project, last year on May 13th by pressing a switch from Kathmandu.
Lately, the project construction has been going on full swing. As a result, twenty per cent of work has already been completed, informed Satluj Hydro Power Corporation, the Indian company that had won the contract to build the project.
The Arun III, a 900MW project, is expected to complete within five years with an estimated budget of Rs. 120 billion.
On the basis of construction being done in 12 different places, twenty per cent of work has already been completed, asserted Arun III Construction Company. Jaya Prakash Associates has taken over the construction work in Phyaksida construction site in dam side while Patel Engineering Company has taken over the construction in power house construction site, Diding.
The construction of supporting tunnel of 504 metres has been completed in Phyaksida confluence, Makalu Rural Municipality, while the construction of the main tunnel is underway, notified the Arun III Project office.
Satluj Company stated that the construction of up to 380 metres of the main tunnel was complete. Excavation works at 8 different places are being carried out for the construction of 11km long tunnel. Construction of tunnel up to 197 metres has completed in those places, told the company.


WPC100A Submersible Water Pump Automatic 100ltr/min 230V
Manufactured from corrosion resistant materials with stainless steel motor case and Noryl base cover. Max. output: 100ltr(22gal)/min, Max. head: 7mtr. Minimum water depth: 8mm. Designed for clean water, will accept small particles up to 5mm. Automatic low water cut-out. Suitable for the effective drainage of cellars, sinks, cisterns, baths and the general transfer of water.


Description of Work
Twin forcemains extending from the Sewage Pumping Station in Lions’ Club Park to the Erin Water Resource Recovery Facility will be installed along Water Street, Main Street (Wellington Road 124) and Wellington Road 52. Installation of the linear infrastructure will be completed via open-cut trench method along Wellington Road 52 until the creek crossing south of Wellington Road 124. The section between the Sewage Pumping Station and the creek crossing will be installed by trenchless methods. Micro-tunneling will be the method used for the trenchless pipe installation.
- Project Manager – Khalid Rahman, P.Eng.


|Home||» Products||» pool pumps||» pool pumps|
Product Code : 01
Brand Name : reliable decor
"SB" series heavy duty pump delivers high flow and energy efficiency ultra performance. It is suitable for commercial swimming pool. 2 inch suction and discharge port with transparent lid. Ring lock seal design to eliminate suction leaks and to maximize suction efficiency.


A new bridge over Brays Bayou has opened as part of a huge project in hopes of reducing the flood risk in southwest Houston.
The bridge runs between the 7800 and 7900 blocks of Buffalo Speedway near North Braeswood. The $9.6 million project included the demolishment of the previous bridge and the construction of a higher, longer, and wider bridge.
This project and its accompanying channel improvements will increase the channel's capacity, which will allow for more floodwaters to flow throughout Brays Bayou.
The replacement is part of the $480 million 'Project Brays' which involved widening 21 miles of the bayou and modifying 32 bridges to reduce the flood risk of more than 15,000 structures.


Capillary Pressure Modeling: LYNX creates capillary pressure models based on lithology, porosity, stratigraphy, free water level, and wettability to match log computed water saturations. Upon establishment of the representative capillary pressure model(s), the saturation function endpoints are populated for each simulation layer. Using a capillary pressure model that is consistent with log data provides integrity and ensures consistency of the initial fluid distribution in the simulation model.
Capillary Pressure Modeling - Well Log
Capillary Pressure Modeling - Water Saturation Distribution


Check valve 1/2" IT/IG, plastic disc, stainless steel spring, PN 25
Couldn't load pickup availability
- Reliable check valve: This 1/2" female/female check valve is equipped with a plastic disc and a stainless steel spring, ideal for reliable applications.
- High pressure resistance: With a nominal pressure resistance of PN 25 bar, it is suitable for high pressure applications.
- Wide temperature range: The valve works efficiently in a temperature range of -10°C to 90°C, allowing for flexible use.
- Large Flow: It is specifically designed for high flow applications to ensure efficient fluid flow.
- Versatile Applications: Its design and specifications make the valve suitable for a variety of industrial and commercial applications.
The 1/2" IT/IG check valve with plastic disc and stainless steel spring is designed for a pressure range of up to PN 25 bar and a temperature range of -10°C to 90°C. Its design allows a large flow, making it ideal for a wide range of applications , where efficient and reliable fluid flow is required. This valve is ideal for industrial and commercial systems that require high flow rate and pressure resistance.This product is manufactured in the European Union.
Material: brass/stainless steel/plastic
Size: 1/2" female/female
Check valve - 1 piece


The Altamaha River orginates at the confluence of the Ocmulgee River and Oconee River, at the three way county boundary between Montgomery, Jeff Davis, and Wheeler Counties. The Altamaha then flows eastward, and a little southward, for 137 miles to empty into the Atlantic Ocean near Darien, Georgia. Its largest tributary is the Ohoopee River, which joins the Altamaha on the southern border of Tattnall County. The Altamaha River watershed forms the largest freshwater river system east of the Mississippi River. The Altamaha River is Georgia’s largest (though not longest) river.
Altamaha River Partnership Altamaha River Odyssey Altamaha Riverkeeper Altamaha River (New Georgia Encyclopedia) Altamaha River (Georgia River Network) Altamaha River LMER (Land Margin Ecosystem Research) Project (University of Georgia) Altamaha River Bioreserve (SherpaGuide)


Jane Addams Memorial Tollway (I-90) Reconstruct and Add Lane
As part of this I-90 reconstruction and expansion project team, TranSmart provided civil engineering drainage design services for an eight-mile section (Anthony Road to Harmony Creek). The concept and final drainage designs included: hydrologic and hydraulic modeling; sizing and design of storm sewer and culverts, detention basins, linear stormwater storage elements, and outlet controls; final stormwater management report; obtained the necessary construction permits; and implemented best management practices for soil conservation and pollution control—during and after construction. Additionally, TranSmart provided structural engineering design and construction documents for cast-in-place concrete culverts, headwalls, and end sections for hydraulic elements. TranSmart also developed construction quantity takeoffs and special provisions for the designs. These projects required coordination with multiple agencies, including IDOT, ISTHA, ACOE, IDNR-OWR, and municipalities and villages within the limits of the projects.
Roadway Design - Drainage Studies


Wickwire is a consulting infrastructure solutions company in Iron River, Michigan, specializing in long range planning, project financing, and construction inspections.
Design, long range planning, and construction administration for municipal water distribution systems, wastewater conveyance systems, and construction inspection. Grant procurement, project financing, and grant administration for infrastructure projects.
- Grant Procurement
- Project Financing
- Grant Administration
- Construction Inspections


JE has completed numerous large-scale turnkey projects in different sectors including:
JE has extensive knowledge and insight in the construction of pipelines including water networks, drainage, oil & gas, and petrochemicals. Our vast Pipeline construction experience coincides several facets in civil and mechanical construction including trenching, welding and laying of pipelines, major crossings and commissioning.
Our focus areas include:
- Water Pipelines
- Sewage Pipelines
- Oil & Gas Pipelines
- Process Pipelines
- Fuel Pipelines
A key project that JE is currently working on is for the Public Works Authority (ASHGHAL). It involves the design and construction of 1,200 mm diameter transmission main with a total length of 30 km in Doha.


The project is situated near village Kawalewada in TirodaTaluka of Gondia District in Maharashtra State. The project envisaged construction of concrete bandhara across Wainganga River, Pump Houses at Kawalewada and Bodalkasa rising and gravity mains, distribution chamber, feeder canals and Renovation of the existing canals. The Irrigable command area of the project is 103825 Ha. and the water usage is 327 Mm¬¬¬3 from Wainganga River and 363 Mm3 from Irrigation Tanks in the command.
We have been awarded the work of Command area survey, planning, design and drawings of the Dhapewada Lift Irrigation Scheme Stage – II. We have completed the command area survey work of 112578.73 Ha. In the command area of the Project there are no. of irrigation tanks having their individual command area. We have surveyed the entire area and have given planning of the alignments of Rising Mains from the pump houses and Gravity mains. The total length of the Rising Main is 208.25 Km. The alignments of the Rising mains have been prepared by us after surveying the total command area by using modern techniques like Satellite survey, Total station etc. The survey of various canal alignments of length 421.255 Km is done by us. The alignment proposals along with design of the canal section and location of various structures on canal alignment are marked as per the various Government circulars. We have also designed 239 Nos. of canal regulatory and cross drainage works on the canal alignments.
We have also surveyed the command area of the existing Minor Irrigation Tanks in the command area of the Project. Revised Alignment Proposals of the existing canals in the command area are prepared and design and planning of the existing canal system has been done using modern design techniques. The design of the canal distribution network is done up to field chak level using the satellite survey and other modern design techniques.


As the dry season was taking hold the available capacity of the Village of Vesulogo dam was being questioned. Village elders decided that the dam wall needed to be raised to increase storage capacity through the dry season. The elders asked Kokoda Memorial Foundation for assistance. As many of the volunteers of KMF had construction experience it took only one day for the preparation and pouring of the concrete to form the new additional.
The new raised dam is now able to store additional water for the dry season.


DPWH lines up P620.6-M flood control projects in Pangasinan
The Department of Public Works and Highways (DPWH) fourth engineering district office in Pangasinan has 22 flood control projects underway for towns and cities in the province, an official said Wednesday.
Daisy Sharmaine Daroy of the monitoring engineering department of DPWH-Pangasinan IV said among the flood control projects for this year are the construction of protection works along Ingalera River Macabito section costing PHP20 million, in the Nagsaing Doyong section worth PHP30 million, and along Marusay River Barangay Talibaew in Calasiao town for PHP30 million.
In San Carlos City, Daroy said the agency is also constructing protection works along Agno River at Barangay Guelew for PHP50 million, at Barangay Supo for PHP50 million, and river bank protection along Ingalera River Ano section worth PHP32.179 million.
“There is also the construction of protection works along Angalacan River at Barangay Sta. Maria and at Barangay Baloling Mapandan worth PHP30 million and PHP50 million, respectively,” she said in an interview.
In Bayambang town, Daroy said the construction of protection works along the different sections of Agno River is ongoing.
She said protection works in Bacnono section is worth PHP23.179 million; Ambayat 1st section -PHP7 million; and Carungay section -PHP3 million.
She added the DPWH also allocated PHP20 million for the construction of river bank protection along Agno River specifically in Caturay section; Warding section -PHP40 million; and Zone V section -PHP11 million.
For slope protection works along Agno River at Barangay Bongato West, the DPWH earmarked PHP30 million; Baragay Iton -PHP50 million; Barangay Manambong Norte -PHP20 million; Barangay Manambong Sur -PHP50 million; Barangay Wardig -PHP10 million; Phase 1 at Paragos -PHP20 million; Phase II at Paragos -PHP30 million; and Phase III at Paragos -PHP14.252 million.
Daroy said the funding for the projects come from the General Appropriation Act of 2019.


Hydraulic structure Slezská Harta [ Vodní plocha ]
Water work was built in 1987 - 1997 on the Moravice.
The main purpose of the building was supply of water for the region of Ostrava.
The earth fill dam is 64,8 m high, its length in the crest is 540 m.
The flooded area of the reservoir is 870 ha.
The reservoir further serves hydroenergetic purposes, as protection against floods, for fish-farming, sport fishing and recreation.
LAST MODIFY: Šormová Helena
(INFOSYSTEM s.r.o.) org. 56, 20.09.2021 v 18:37 hodin


Nyadi Hydropwer Limited (NHL) has been established to build, own and operate Nyadi Hydropwer Project in Lamjung District. BPC is the major shareholder of NHL followed by LEDCO. The project is under development and the planned installed capacity of the project is 30 MW. Commercial operation of the project is scheduled in 2014.
Nyadi Hydropower Limited
Ganga Devi Marg – 313, Buddhanagar, Kathmandu
Tel: +977-1-4781776, 4785295


The L-600 series Dosing pump is designed to inject chemicals into piping system.All models are equipped with a side mounted mechanical flow rate adjustment knob.Optional on/off cycling timers are available
Features & Advantages
Double ball ceramic check valves. PVDF(Kynar) valve assemblies.
High outlet pressure capability of 125 PSI. Easy access,side mounted mechanical feed rate adjustment.
Ball bearing supported motor drive shaft. Permanently lubricated ball bearing motor. 27:1 adjustment turn down ratio.
Includes suction tube,foot valve and strainer, suction tubing, discharge tubing and injection fitting with internal back-flow check valve
and mounting hardware


2.5” ss progressive cavity pump
The 2.5” stainless steel progressive cavity pump has 2.5″ tri-clamps on inlet and outlet and a food-grade silicon stator. This pump has a similar capacity to the regular 3″ progressive cavity pump. It is also available with the automatic ultrasonic level sensor which controls the variable speed drive directly speeding up the pump as the level rises and slowing it down as the level recedes.
The power requirements for this pump are 220v 1ph 20a


Bhutan, India Enter into Joint Hydropower Venture
30 June 2020
The Governments of Bhutan and India signed an agreement for the first joint venture hydropower project between Bhutan and India. This agreement covers the construction of the 600 megawatt Kholongchhu hydropower project in Bhutan.
The run-of-the-river Kholongchhu hydropower project is located on the lower section of the Kholongchhu River in Trashiyangtse, Bhutan. The project includes an underground powerhouse of four 150 MW turbines with water impounded by a concrete gravity dam of 95 metres height.
The agreement was signed in the presence of Mr. Subrahmanyam Jaishankar, Minister of External Affairs of the Government of India, and Mr. Tandi Dorji, Minister for Foreign Affairs of the Government of Bhutan, through a video link. Both ministers highlighted the importance of hydropower development between Bhutan and India at the event, and described the project as mutually beneficial.
The Kholongchhu Hydro Energy Limited is a joint venture between Druk Green Power Corporation of Bhutan and Satluj Jal Vidyut Nigam Limited of India.
The project is expected to be completed in the second half of 2025.


Part-I: Flow through Draft Tube and Tail race channel (TRC)
Turbulent flow through draft tube and Tail Race Channel (TRC) of Maneri Bhali Hydroelectric Project Stage-II is simulated using CFD. The free surface is evaluated using a Euler-Euler model and the turbulence characteristics are evaluated using two equation κ-ε (turbulent-kinetic energy and eddy dissipation) model. The entire domain including the draft tub and the tailrace sections is meshed with a structured grid. Two phase turbulent flow simulations are taken up for flow through the draft tube geometry along with the tailrace. Air is taken as the secondary phase, above the water level in the tailrace channel. Several planes in the draft tube section are considered for the purpose of flow visualization. Analysis reveals the issue of improper evacuation of the flow through draft tube when all the turbine units were running at full load. This is because of a nuzzling effect near the outlet structure of the tailrace. Such restrictions induce violent vortices in the tail race channel and reverse flow in the draft tube.
Part-II: Flow through Turbine units including draft tube and TRC
The simulations considered in Part-II involve all the major components of the hydroelectric power plant including spiral casing, the runner, the draft tube and the tailrace. Results for all the four runners running at designed discharge of 35 cumecs, rated head of 247.6m and rated output of 76 MW are analysed along with the results for 10% excess of total installed capacity of 304 MW (i.e. 334 MW) as was suggested by UJVNL vide letter no. 336/E&MDesign-II/CFD dated 10th July 2010. This report aims at apprising UJVNL about the nature of flow at the present power output of the station and suggest that the rated 304 MW as well 334MW (up-rated) cannot be reached safely unless the evacuation from the tailrace is improved.
These investigations were carried out to ascertain the effect of concrete cladding on the rise in water level at the outlet of Tail race channels in THDC project. The concrete cladding is provided on the opposite bank of the river. Numerical simulations are carried out for flow in the river pocket with the provision of cladding on the opposite bank and without it. The rise in water level at TRT 1 and TRT 2 are analysed due to the presence of cladding. Results are obtained for full load as well as part load operating conditions of the plant. An estimate is also made for the equivalent power loss expected due to the rise of water levels in the tailrace tunnels due to the provision of cladding.
Hammering sound is reported in the machines from Tail Race Channel (TRC) area while operating the machines between ranges of 75MW to 90MW load at Koteshwar HEP of THDCIL, India. The main objective of present study was to identify the possible reasons for undesirable sound in the machine and TRC area under part load conditions through CFD analysis of Hydro Turbine Units. The systematic study including the selection of turbulence model, performance of selected turbulence model on physical model data and the performance of prototype plant under different operating condition is analysed. The CFD simulations reveals that the wake regime behind the guide vane and the oscillating nature of vortex rope are the possible reasons for generation of noise at part load operation between 75MW – 85 MW of the units.
Analysis of flow through hydro turbine unit including tail race channel of Manerbhali hydroelectric project Stage-I for finalization of the location of outfall gate in the tail race channel. The complete CFD analysis of the power plant is carried out into two parts. In part – I the CFD simulation of flow through existing tail race channel are reported in isolation first. Then the simulations are carried out by placing the proposed outfall gate structure at four different locations (at 65 m, 70m, 75m and 80 m chainage distance) in the Tail Race Channel (TRC) for finding out the reverse flow in the tailrace channel and rise in water level in the TRC associated with the obstruction created due to placing the proposed outfall gate in TRC. In part – II, the complete CFD simulation of flow through turbine units including spiral cashing, stator, rotor passage, draft tube and tail race channel of Manerbhali-I hydroelectric project is reported for estimating the loss of power associated with the positioning of the proposed outfall gate at 65m, 70m and 75 m chainage distance in the tailrace channel.
Mixed flow compressors are modified version of the centrifugal flow compressors and combine the advantages of axial and centrifugal flow compressors. The present work utilises a design methodology for the impeller of the mixed flow compressor such that it can work with an efficiency and mass flow rate close to axial flow compressor along with the pressure ratio per stage, resistance to foreign particles and ruggedness comparable to a centrifugal compressor. The focus is in understanding the various design philosophies and pick out one which best suits in accordance with available inputs and parameters.


[Article by Nane Zietsman]
A new diversion works and weir were recently completed on the Holsloot River for irrigation, replacing the weir that washed away during the 2013 flood. The Stellenbosch Hydraulics Laboratory (SHL) of the Department of Civil Engineering at Stellenbosch University (SU), was appointed by the Western Cape Department of Agriculture to do the hydraulic design and physical model study for the project. This R78 million project is located on the Holsloot River, approximately 10km south-east of Rawsonville and 11km downstream of the Stettynskloof Dam. It is set to directly impact approximately 150 farming households and 4 000ha of mainly wine grapes under irrigation.
Professor Gerrit Basson, a specialist in river hydraulics, sedimentation and the design of hydraulic structures led the SU consulting team. “During the design and construction phases of the project the Stellenbosch Hydraulics Laboratory (SHL) acted as the main consulting engineers responsible for the hydraulic design, while Ingerop consulting engineers were appointed as sub-consultants for the geotechnical and structural design, as well as site supervision.”
According to Prof. Basson, the SHL team was involved throughout the lifecycle of the project, from feasibility level to construction completion and commissioning. “It is particularly fulfilling to see a design come to life and to compare prototype river flows with those tested in the laboratory.” The Holsloot Diversion Works was required to replace a number of temporary rockfill diversion weirs as part of a more sustainable river management plan. “Diversion works are typically faced with sedimentation issues whereby sediment deposits block intakes or are abstracted while downstream erosion can threaten the structural integrity of the weir, particularly in this case where there was no rock for the weir to be founded upon.”
The hydraulic design and physical model study resulted in the construction of a 55 m long and 3,4 m high weir, with a concrete roller bucket for energy dissipation. “The intake was designed to be self-scouring during floods with a gravel trap and two sand traps at the intake structure that can be flushed during smaller floods as required.” The design used a 100-year Recommended Design Discharge (RDD) of 579 m3/s and a Safety Evaluation Discharge (SED) based on the Regional Maximum Flood (RMF) of 1136 m3/s. Prof. Basson further explains that the diversion works and roller bucket had to be constructed with safe accessibility, so the design includes a pedestrian bridge over the roller bucket which is uncommonly seen. “The piers had to be designed to resist hydraulic forces and debris accumulation in the roller bucket.”
The project has formally been handed over to the Holsloot Water User Association to function with CASIDRA acting as the implementation agent for the Western Cape Department of Agriculture. The significant work of the Stellenbosch Hydraulics Laboratory on this project once again shows the impact of the Faculty’s research and consulting services on the industry.
Photograph: Holsloot Diversion works and weir viewed from downstream (left) and upstream (right).


The Fort Frances generating station (GS), owned and operated by H2O Power Limited Partnership (H2O Power), is located in Fort Frances, Ontario. The dams control the water level of Rainy Lake which flows into Rainy River, the boundary between Canada and USA.
This project will restore full operability of all 15 gates on the Fort Frances Dam, including 10 Main Dam gates and 5 Canal gates. On completion of the overhaul of each gate, leakage should be substantially eliminated.
At A Glance
Project Name: H2O Power Dam Rehabilitation
Role in Project: General Contractor
Client: H2O Power Limited


• River: Chattahoochee River
• Length: 525 Miles
• Surface Area: 25,864 Acres
• Volume: 604,527 Acre Feet
• Drainage Area: 3,440 Square Miles
Surrounded by deep forests and rolling fields, West Point Lake extends 35 miles along the Chattahoochee River on the Alabama-Georgia state line. The lake's 500 miles of shoreline provides excellent opportunities for fishing, camping, boating and other recreational activities.
The construction of West Point Dam was authorized by the Flood Control Act of 1962. Congress authorized the project for flood control, hydroelectric power, navigation, fish and wildlife development and general recreation.
West Point Dam controls flooding of the river by managing seasonal variations in water flow. The project provides water storage for navigation on the Apalachicola-Chattahoochee-Flint Waterway, running 260 river miles from Apalachicola, Florida to Columbus, Georgia. The powerhouse's three generators produce enough power yearly to serve 24,000 homes.


Bujagali first 50MW ready in Oct
German Team Inspects Equipment at Bujagali Uganda
Monday, 14th February, 2011
THE River Nile will for the second time in three years undergo a landmark diversion as construction of the 250MW Bujagali Hydropower project gets into its final stage.
Top Bujagali Energy officials, the major sponsors of the multi-billion project, said the diversion that begun yesterday would involve the blocking of the east waterway of the river to allow works commence on the right and final embankment.
“The west channel, which has been closed to river flow for the past three years to permit the construction of key structures, will be opened, while the east channel will be blocked upstream and downstream,” Bill Groth, the construction manager, said.
He noted that the water deflection activities that will take place for several weeks will eventually divert the entire river waters through the newly-constructed concrete spillway.
Once the river is diverted, the final phase of the construction will be achieved.
The river was first diverted in September 2007 to create a dry channel where the powerhouse would be erected.
About 90% of the structural concrete on the powerhouse has been completed, while almost all the required electrical mechanical equipment (98%) for it have been delivered on site, Groth said.
He described this as a “milestone” in the construction of the hydroelectric power project which is expected to double the generation capacity and reduce dependency on the costly thermal generation.
“This is an important phase because the powerhouse where the turbines are being installed is also approaching completion.
“We expect the first unit generation of 50MW around October, which again is a milestone in this project,” Groth disclosed.
He added that after the first unit goes online, the remaining four units of 50 MW each will be commissioned consecutively after thorough tests.
The project is expected to be fully commissioned by April 2012.
Groth revealed that 75% of the total project is complete with 95% of the switchyard civil works done and 75% of the electromechanical works accomplished.
Groth urged rafters, kayakers, boaters, swimmers, fishermen and tour operators using the Upper Nile River to avoid the diversion area as the river flow will be highly turbulent and unpredictable during the water diversion.
“After February 15, it will not be possible to travel down the river past the project site.
“For safety reasons, we advise all users to exit the river well upstream of the diversion area,” he said.
The deputy construction manager, Kenneth Kaheru, allayed fears that rafting, which is popular with tourists, would come to a complete end with the river diversion.
He said the rafting activities would move to downstream at the Kalagala offset which is being developed as a recreation and tourist attraction.
By Frank Mugabi The New Vision Newspaper


The Central Bureau of Investigation recently searched 12 locations in Delhi and Rajasthan in connection with a case alleging corruption in the award of ₹2,200 crore civil works related to the Kiru hydro-electric power project.
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About Kiru Hydro-Electric Power Project:
The Kiru hydroelectric project will include the construction of a concrete gravity dam on the Chenab River. The dam will be 135m-tall from the deepest foundation level and 123m from the river bed level. It will have a storage capacity of 41.5 million m³ of water.
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The Kiru hydroelectric power project is being built near the villages of Patharnakki and Kiru in Kishtwar, J&K.
The project site lies approximately 1.5km downstream and 0.5km upstream at the convergence point of the Chenab River with the Singad and Bela streams.
The project will be constructed between the Kirthai II (upstream) and Kwar (downstream) hydroelectric plants.
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RS Envirolink Technologies prepared the environmental impact assessment (EIA) and environmental management plan (EMP) reports of the project in 2016.
The initial baseline data for the preliminary EIA and EMP reports was prepared by the University of Jammu.
In October 2018, the contract to construct a temporary field hostel of 20 rooms and site offices for management was awarded to MGI Infra.
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Infrastructure built in the post independence period:-storage Dams on rivers Sutlej, Beas and the Ravi and the Canal infrastructure for utilization of stored waters
Multipurpose projects were planned over rivers, Sutlej, Beas and Ravi for storage of water by constructing dams. To utilize the stored water for irrigation, there was substantial expansion of infrastructure by constructing additional network of canals and remodeling the existing canals in the post independence period. Construction on Bhakra Dam was started in early fifties and completed in 1963 at a cost of Rs. 255.85 crore. The Bhakra Dam has a live storage capacity of about 5.60 MAF. Power Houses comprising five units each were built on left and right side, having a total installed capacity of 450 MW and 600 MW respectively. The installed capacity of the Power House on the left side was increased to 540 MW during the period 1981-85 and that of power house on the right side was increased to 785.00 MW during the period of 1996-2001.
Nangal Dam was constructed about 13 Km downstream of Bhakra Dam to pass a flood discharge of 3,50,000 Cs and to provide a balancing reservoir to smoothen out the diurnal variation in water released after generation of electricity at the above power plants.
Construction of Nangal Hydel Channel, which off takes from Nangal Dam, with a capacity of 12500 Cs and length of 61 Km was completed in 1954. Two Power Houses, namely Ganguwal Power House and Kotla Power House, each with an installed capacity of about 77MW, were constructed on Nangal Hydel Channel. The Bhakra Main Line Canal with a capacity of 12455 Cs, is an extension of Nangal Hydel Channel and primarily carries Sutlej waters for the States of Punjab, Haryana and Rajasthan and drinking water supply to Delhi and Chandigarh. The B.M.L canal which has a length of about 164 Km, (out of which 159 Km falls in Punjab), was built during the period 1950-54 to carry Sutlej waters.
The Ropar Headworks, which was constructed in the year 1874-82 for supply of Sutlej waters to Punjab areas through old Sirhind Canal System, was remodeled in 1952-54 for utilization of waters stored by Bhakra Dam.
The Ferozepur Headwork which was constructed in the year 1927, for the purpose of supply of Sutlej-Beas waters to Bikaner Canal and Eastern Canal and the canal network now in Pakistan, lost much of its utility after the partition of the country in 1947. The headworks came within firing range of Pakistan, therefore, to ensure uninterrupted water supplies to Bikaner and Eastern Canals and proper utilization of waters of rivers Ravi and Beas, Harike Headwork was constructed in the year 1954-55, deep inside Indian Territory.
The Madhopur Beas link, having a capacity of 10,000 Cs was built during 1955-57, linking river Ravi with Beas at Harike. The Rajasthan canal with a capacity of 18500 Cs, off taking from Harike Headworks was constructed during 1958-1961, for supply of Ravi-Beas waters to Rajasthan. This canal runs in a length of 149.53 Km in Ferozepur, Muktsar and Faridkot districts of Punjab. The Ferozepur Feeder off-taking from Harike Headworks was constructed in the year 1952-53. This canal, with a capacity of 11192 Cs, runs in a length of 51.30 Km and supplies Ravi-Beas waters to Sirhind Feeder and Eastern Canal systems of Punjab and Bikaner Canal of Rajasthan.
The infrastructure thus created ensured best possible utilization of Ravi-Beas waters on run off the river basis, pending construction of storage dams on rivers Beas and Ravi. The water of river Beas was somewhat tamed by constructing a storage dam at Pong (1974) with a capacity of 5.91 MAF. Pong Power House having an installed capacity of 360 MW ( 6 units of 60 MW each) was constructed downstream of Pong Dam. The Pong Dam was constructed at a cost of Rs. 302.00 crore.
3.82 MAF of Beas water was diverted through Beas Sutlej Link (1977) into Bhakra reservoir through a diversion dam at Pandoh , constructed upstream of Pong Dam. A Power House with an installed capacity of 990 MW (6unit of 165 MW each) was constructed at Dehar, where a fall of 1000’ exists, before diversion of water into Bhakra reservoir. The Beas Sutlej Link Project was constructed at a cost of Rs. 396.85 crore. The capital works of Beas project, were executed by the Beas construction Board, constituted under the Punjab Reorganisation Act, 1996 and the expenditure was met out of Central Assistance given to the partner states (Punjab, Haryana & Rajasthan) by way of loan. After completion of works of Beas Project, these were taken over by the Bhakra Beas Management Board ( BBMB).
For proper utilization of Beas water for irrigation, Shanehar Headwork was constructed in the year 1983, downstream of Pong Dam. The Mukerian Hydel Channel which was constructed in 1982 , which off-takes from this headwork and after production of electricity at four Power Houses, having a total installed capacity of 207 MW, waters of river Beas are relesed for utilization at Harike.
The Ranjit Sagar Dam on river Ravi, constructed 24 Km upstream of Madhopur Headworks, was commissioned in the year 2000. Expenditure of Rs. 3745.00 crore has been incurred on the project out of which Rs. 3495.22 crore was funded out of Punjab’s plan allocations, and a meager loan assistance of Rs. 249.78 crore was provided by Government of India. The dam has been constructed with the objective of power generation and full use of utilizable Ravi waters. The dam has a storage capacity of 1.9 MAF. A Power House, with a total installed capacity of 600 MW ( 4 units of 150 MW each) has been constructed downstream of the Dam.
The Shahpur Kandi dam project has been proposed for construction 11 Km downstream of Ranjit Sagar Dam. The Shahpurkandi Dam will act as a balancing reservoir to enable Ranjit Sagar Dam to function as a peaking station for optimum power generation during peak hours and to ensure uniform releases of water to the canal system off-taking from Madhopur Headworks.


Cottage owners, homeowners and farmers around lakes Manitoba and St. Martin will be getting relief in the fall from the high water levels that have plagued their properties since the worst spring flooding in recorded history.
The Manitoba government announced it will start construction on an emergency channel out of Lake St. Martin immediately, and Lake Manitoba outflows through the Fairford River water control structure will be unrestricted throughout the winter, as recommended by independent engineering firms KGS and AECOM.
If construction can be completed by this fall, levels on both lakes would be lowered before spring run-off begins, reducing the likelihood of flooding in 2012.
Several different options were examined by KGS and AECOM with technical support from Manitoba Infrastructure and Transportation and Manitoba Water Stewardship. The option to quickly build an emergency channel that will allow for ongoing maximum flows through the Fairford River water control structure was assessed as the best option to provide emergency relief from high lake levels, and protect homes and communities along lakes Manitoba and St. Martin.
The assessment is based on data which includes site visits, topographic analysis, seismic bedrock investigation, aerial photography, LIDAR surveying and geotechnical work.
The Lake St. Martin emergency channel will go from Lake St. Martin to Big Buffalo Lake. The channel is expected to handle flows of up to 9,000 cubic feet per second (cfs), depending on lake levels when the channel becomes operational. From Big Buffalo Lake, the water will follow natural channels to the Dauphin River.
Both Lake Manitoba and Lake St.
Martin currently drain into Lake Winnipeg through the Dauphin River. This emergency channel is expected to affect Lake Winnipeg’s North Basin levels by less than one inch, which is approximately 0.5 per cent of Lake Winnipeg’s inflows. Lake Winnipeg levels are expected to drop by two feet before the Lake St. Martin channel becomes operational and Lake Winnipeg’s flood risk will not be affected by the operation of the channel.
The five-mile emergency channel is expected to be 300 feet wide and up to 25 feet deep. Details of the construction project are being finalized and consultation with the affected First Nations communities will continue as the project proceeds on an emergency basis.
It is expected to involve the excavation of as much as 2.5 million cubic metres of earth, 50 pieces of heavy equipment and 150 staff. Preliminary work has already started at the construction site.
Depending on progress of the construction of the emergency channel, additional construction of a bypass channel around the north side of the Fairford River water control structure will be undertaken to further reduce Lake Manitoba levels, as recommended by the engineering firms. This would also require expansion of the newly-built Lake St. Martin emergency channel to ensure no net addition of water to Lake St. Martin.
Manitoba Water Stewardship estimates building the emergency channel and maintaining maximum flows at the Fairford River water control structure all winter would bring the chance of Lake Manitoba staying below 814 feet in 2012 up to 90 per cent and Lake St. Martin’s chance of staying below 802 feet to 98 per cent.
Construction of a Fairford River bypass channel would increase the chance of Lake Manitoba staying below 814 feet in 2012 to 98.7 per cent.


The Floodway system was created to divert water from the Red River through a channel network around Winnipeg and neighboring communities, during high flood seasons.
Duff Roblin Provincial Park
Pelicans in flight.
Red River Floodway Inlet Control Structure
The Red River
The New Observation Platform opening Fall 2020.


ISLAMABAD: The first unit of strategically important 969 MW Neelum Jhelum Hydropower Project, located in Azad Jammu and Kashmir, will be inaugurated on Friday.
Prime Minister Shahid Khaqan Abbasi will inaugurate the first unit which will generate 242 MW electricity. The first unit will be followed by the second, third and fourth units at one month intervals respectively. Water filling in head race tunnel had already been commenced, followed by wet commissioning test in order to start generation.
The head race tunnel is a component of 52 kilometer long water way system of the project that has been constructed underground in the high mountain areas to divert water from the water reservoir to the power house of the project.
The project will provide about five billion low-cost hydel electricity to the national grid every year. Annual benefits of the project have been estimated at Rs 50 billion. Neelum Jhelum Hydropower Project is an engineering marvel with 90% of the project being underground in the high mountain areas.
Neelum Jhelum Hydropower Project consists of three main components i.e. a dam, waterway system comprising 52 km long tunnels and an underground power house.
The project has four units with installed capacity of 969 MW. Following electricity generation from Golen Gol Hydropower Project in January and Tarbela 4th Extension Hydropower Project in February this year, the third hydropower project of WAPDA i.e. Neelum Jhelum is also going to start electricity generation during the next month.
For optimal utilization of water and hydropower resources in the country, WAPDA has been implementing a two-pronged strategy for the purpose. Under the strategy, not only the under-construction projects are being completed in the shortest possible time, but the new projects are also being initiated in both water and hydropower sectors.


In North Dakota Enbridge has proposed the Beaver Lodge Loop Project, which will involve the construction of a 12 or 16 inch diameter looping pipeline along the existing Enbridge North Dakota System from the existing Beaver Lodge Station near Tioga to Berthold. The looping pipeline is expected to increase the capacity along the 72 km segment to approximately 315,000 bbl/d of oil.
Tankage and new pump stations will also be constructed and the pipeline project will be undertaken by Enbridge Pipelines (North Dakota) LLC a subsidiary of Enbridge Energy Partners. The project is expected to be completed by the first quarter 2013.
The SORTI and Dunn projects will consist of the construction of a new 8 or 10 inch gathering pipeline system to expand the Enbridge North Dakota System, starting approximately 72 km south of its Beaver Lodge Station.
The project also consists of two new stations and the associated work to prepare for two new truck facilities. One new station will be located near Keene, North Dakota, and the second, Croff Station, will be located near the Dunn/McKenzie County border.
The proposed expansion of Line 26/EX-02, including added facilities in North Dakota, Saskatchewan, and Manitoba, will include an expansion of the US portion of the Portal Link (Line 26) by EEP, and the construction of two new pumping stations and enhancements of the pipeline north of Berthold.
The Canadian portion of the Portal Link (Line EX-02) will be extended with the construction of a new 121 km, 16 inch diameter pipeline from Steelman, Saskatchewan, to the Enbridge terminal at Cromer, Manitoba.


The Ocoee River release schedule provides water for hydroelectric power production and recreational water releases for us to enjoy the river.
2019 Middle Ocoee River Rafting Calendar:
2019 Upper Ocoee River Rafting Calendar:
There are 3 dams on the Ocoee River that were built to help provide hydroelectric power for the surrounding areas.
Ocoee River Dam #1 was completed in 1911 and is best known for being the Lake Ocoee watershed. Also known as Parksville Lake, this lake is a great place to swim and boat. There are also beaches and picnic areas alongside the lake.
Ocoee River Dam #2 was completed two years later in 1913. This section is known as the Middle Ocoee River. This 30 foot dam funnels water through the historic wooden flume line to produce hydroelectric power. Dam #2 also provides regular water releases during the summer months giving white water lovers great Class III & IV white water to enjoy.
Ocoee River Dam #3 was built to help supply power for the WWII war effort and completed in 1942. This dam diverts water through a tunnel system carved in the mountains. Ocoee Dam #3 supplied water for the Ocoee White Water Course used in the 1996 Olympic Games. This world class white water is still rafted on the Upper Ocoee River during the summer.
Carolina Ocoee provides rafting trips on the Middle Ocoee section that is fed by Dam #2 and the Upper Ocoee section that is fed by Dam #3. The Ocoee River Rafting Release Schedule allows Outfitters and whitewater adventurers to have regular water releases and consistent flows. The Ocoee River is open for rafting March through October.


Hydro power plant Zeleni Jadar
The bottleneck capacity of the Zeleni Jadar power plant is 249 kilowatts (kW). The power plant is connected to the local 10 KV medium-voltage grid of the Bosnian electricity supplier Elektro Privreda.
The heart of the Zeleni Jadar small hydropower plant is a Kaplan turbine with a bottleneck capacity of 249 kW.
Country: Bosnia and Herzegovina
Nearest town: Bratunac
Connected to local Elektro Privreda electricity grid
GPS coordinates Zeleni Jadar: 44°04’35.5″N 19°15’39.2″E


French drainage channel made of vibro-compressed, double-layer concrete (ECO); perfect for the realisation of drainage channels as well as the disposal of rainwater.
ITEM OF CONTRACT SPECIFICATION
French drainage channel mod. “eurocun” of vibro-compressed concrete type RCK 40N/mm.2. Further details: PORTLAND concrete, Type 42,5R. Dimensions: 500 mm in the lenght and 500 mm in height. – Weight respectively 32 kg.


Water flow sensor is mainly consists of plastic valve body, rotor assembly and Hall Current Sensor. It is installed in the hot water inlet end for detecting water flow. When water through the flow rotor assembly, Magnetic rotor will rotate and Speed will change as the flow change. Hall Current sensor output corresponding pulse Signal and feedback to controller, then the controller will control the flow.
12V Water Flow Sensor DC 5-18V Flowmeter Hall Flow Sensor Water Control Liquid Flow Sensor Switch 1-30L/min 2.0MPa YF-S201
The lowest rated working voltage: DC 5V-24V
Maximum operating current: 15 mA (DC 5V).
Working voltage range: DC 5~18 v.
Load capacity: 10 mA (DC 5V).
Work temperature: 80
Work humidity range: 35%~90%RH (no frost)
Allowing pressure: pressure 1.75Mpa
Storage temperature: -25~+80 c
Save humidity: 25%95%RH
Flow Range: 10-200L / min
Diameter: Approx. 5.8cm/2.28inch
Total Length: Approx. 9.2cm/3.62inch
3-Pin cable length: Approx. 50cm/19.69inch


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"PTIP PLTA Maung II 360 MW Central Java - Project Profile" contains information on the scope of the project including project overview and location. The profile also details project ownership and funding, gives a full project description, as well as information on contracts, tendering and key project contacts.
The "PTIP PLTA Maung II 360 MW Central Java - Project Profile" is part of Timetrics database of 82,000+ construction projects. Our database includes a 10+ year archive of completed projects, full coverage of all global projects with a value greater than $25 million and key contact details for project managers, owners, consultants, contractors and bidders.
PT Indonesia Power (PTIP), a subsidiary of PT PLN, is planning to undertake the construction of a hydroelectric plant project in Central Java, Indonesia.
The project involves the construction of a 360MW hydroelectric plant. It will include the construction of substations, storage tanks, a diversion dam and related facilities, the installation of turbines and generators, and the laying of transmission lines.
In March 2014, PTIP is in the process of reviewing studies to develop the project.
The project is awaiting planning approvals, subject to which commercial operation is expected in 2024.
The project involves construction of a 360MW hydroelectric power plant in Central Java, Indonesia.
The US$500 million project includes the following:
1. Construction of substations
2. Construction of storage tanks
3. Construction of diversion dam
4. Installation of generators
5. Installation of turbines
6. Laying of transmission lines
7. Construction of related facilities
Reasons To Buy
Gain insight into the project.
Monitor the latest project developments.
Identify key project contacts.
Publisher Name : Timetric


Krom River or Kromme River (Afrikaans: Krommerivier) is a river in the Eastern Cape Province in South Africa. The river flows into the Indian Ocean through an estuary on the north side of St Francis Bay, west of Port Elizabeth. The Krom river flows in an ESE direction and is approximately 109 km long with a catchment area of 1,085 km2.
The Churchill Dam and the Impofu Dam are dams on the Krom River. The latter is located near Humansdorp. Presently this river is part of the Fish to Tsitsikama Water Management Area.


Ring main outlet valve - 15mm twin ferrule compression inlet. Complete with stainless steel outlet probe with lever handle.
Stainless Steel Ball Valve
Stainless steel full bore valve with F/F threaded ports. Rated at 160 bar.
Stainless Steel High Pressure Block Valve
Stainless Steel Valve with Viton seals.
Max Temp 12'C. Max Pressure 350bar


Vintage FolsomBy: Photo courtesy of the Folsom Historic District Association
Pictured is a promotional billboard promoting the construction of the “new” Folsom dam, circa 1950s. The current Folsom Dam replaced an earlier, smaller dam that had been completed in 1893. The remains of the earlier dam can be seen downstream from the Folsom Lake Crossing and will be featured in a future edition of the Telegraph. Construction of the dam began in 1951 and was completed in 1955.


Capacitance type Micro controller based Level Indicator Transmitter,103 CLTseries, can be used in a variety of applications for continuous level indication in non-fuming conductive liquids with low or medium viscosity like water, water bound solutions. The same unit can also be used for non-conductive liquids like mineral oils, turbine oils, cooling oils etc.
104 ROF is Rate of Flow indicator for open channel Flow measurement. It utilizes SBEM’s proven capacitance probes with low power Microprocessor based Electronics to give an excellent low cost solution for low measurement in an open channel with Weirs or flumes.
It measures Loss of Head (LOH) in the gravity filter beds of Water Filtration plants or Traveling water screens in raw water treatment plants. Loss of head is measured by monitoring the level in High Pressure and low pressure side of the gravity filter/traveling water screen and showing the difference in these two levels.


Dubai: Dubai Electricity and Water Authority (DEWA) is notching up steady progress at the Dh1.42 billion Hatta hydroelectric power plant, having touched the 23 per cent project mark. The plant will have a production capacity of 250 megawatts (MW) and a lifespan of 80 years.
“This project supports Dubai Clean Energy Strategy 2050 to provide 75 per cent of Dubai’s total power capacity from clean energy sources,” said Saeed Mohammed Al Tayer, Managing Director and CEO of DEWA. “The project is part of DEWA’s initiative to provide innovative job opportunities for the people of Hatta.”
The tunnelling operations at the location are complete. Each tunnel is 500 metre long. The project has so far recorded more than 3.5 million safe working hours without injuries.
DEWA is implementing two projects in Hatta – the ‘Dubai Summit’ and ‘Hatta Sustainable Waterfalls’. The Dubai Summit includes the construction of a 5.4-kilometre cable car to transport tourists to the summit of Um Al-Nesoor. At 1,300 metres above sea level, it is the highest natural summit in Dubai. The project is expected to be a major tourist attraction in the UAE.
The cable car route passes over the Hatta Dam Lake and the Upper Dam Lake for the hydroelectric power station, as well as through mountains, ending at the summit of Um Al Nesoor.
The ‘Hatta Sustainable Waterfalls’ project will use the slope of the upper dam to create a natural waterfall. A waterway will be built along the parking area below the dam. The water used in the waterfall will be collected at the end of the stream, recycled and pumped back to the top of the dam. The area will be developed to create recreational spaces and restaurants.


The Indianapolis engineering firm that designed the Gas Creek Watershed improvement project has been recognized with an Engineering Excellence Award.
American Council of Engineering Companies gave GRW Engineers the award for the improvement project, but also for its revisions of federal flood maps, City Engineer Gary Murray said.
The flood control project consisted of the construction of two regional dry retention basins and the placement of an additional culvert under the railroad, Murray said. During the design, engineers corrected modeling errors in the original study design.
With the recognition, the project becomes eligible for the organization’s Grand Project Award in March. It also is eligible to enter the organization’s Engineering Excellence Award Program.


Payment & Shipping Terms:
|Product Name:||Hydraulic Motor/orbital Hydraulic Motor||Mode:||Geroler Gear Set|
|Color:||Blue, Grey Or Black||Net Weight:||20-23KGS|
|Shaft:||Many Type Shaft|
BMSY-BK02 Series long life hydraulic oribit motor with wet disc brake
BK2 series brake is one kind of hydraulic wet disc brake. The brake force is
caused by the spring, and hydraulic pressure releases the brake force.
* BK2 series adopts the special friction disc and high strength spring design: long
life endurance, low noise, high braking reliability.
* with 4 Drain port design , the brake can be used in different applications.
* compact structure, easy mounting.
* it can be used preferentially together with BMP, BMR, BMS series hydraulic
BK2 series hydraulic brake is widely used in heavy duty machinery, such as
engineering machinery, cranes, off-highway machinery vehicles, construction
machinery, material handling machinery, agricultural machinery, mining,
sanitation machinery, timber industries. They are also used in winches and in
hydrostatic drive systems for automatization engines.
Contact Person: Ms. zhu


Pulsar Municipal Water Solutions
Automatic, hybrid pump station level controller with non-contacting, ultrasonic sensor. Designed for pump stations, wet wells, and tank level control – the Greyline PSL 5.0 Pump Station Level Controller has six independently programmable control relays for pump or valve control, level alarms, autodialers, temperature, or fault alarms.
- • Pump Stations
- • Tank Level Control
- Click The Product Data Sheet Image Above To Download In PDF


AIG Instrumentos was coffered with a contract for bathymetric survey on Río Tuy, Miranda State. During the study, measure of the depths of the river will be performed along the last 15km to its mouth at the sea. With this information, a model of the riverbed for dredging work will be generated to be implemented in order to prevent flooding in the rainy season affecting the surrounding areas of riverbanks crops.
Eng. Jose Luis Oliver.
Comments are closed.


Meeting to discuss stormwater project at Volunteers Field
Last updated 12/26/2018 at 8:50pm
The Pittsburgh Water and Sewer Authority’s stormwater project at Volunteers Field is part of a larger initiative to reduce pollution, flooding and stormwater runoff within Saw Mill Run.
The project will help to reduce sedimentation and improve water quality throughout Saw Mill Run and will manage stormwater within the park.
The meeting will share ideas about preliminary design concepts, provide input to coordinate around park activities and help shape the final project design.
RSVP online using Eventbrite: https://volunteersfieldjanuarycommunitymeeting.eventbrite.com.


- Mô tả
|The KAROO drain pan pump is a|
submersible condensate removal pump designed to automatically remove condensate water
from refrigerated cases, dehumidifi ers, fan coils and air conditioning systems. The pump is intended to be
installed within a collection tray inside the equipment. The water level is measured by an Electronic Energy
Control System (EECS) that controls the operation of the pump via the fully-encapsulated circuitry.


MAJOR FLOOD WARNING FOR THE HAWKESBURY-NEPEAN RIVERS The B.O.M. has issued Flood Warning Number 10; and is indicating we could have major flooding similar to the March 2021 flood with the forecast rain tonight and into Thursday.
North Richmond The Hawkesbury River at North Richmond (WPS) is likely to exceed the moderate flood level (7.90 m) around 05:00 pm Wednesday. The river level may exceed the major flood level (10.50 m) Wednesday evening and may reach around 14.00 metres during Thursday, with major flooding. Further rises possible. North Richmond Bridge is now closed.
The Hawkesbury River at Windsor (WPS) is expected to exceed the moderate flood level (7.00 m) Wednesday evening. The river level is likely to exceed the major flood level (12.20 m) and may reach around 12.50 metres, with major flooding during Thursday. Further rises are possible.
The Hawkesbury River at Sackville is likely to exceed the minor flood level (4.60 m) overnight Wednesday into Thursday. The river level may exceed the moderate flood level (7.30 m) during Thursday and may reach around 8.40 metres Friday morning, with moderate flooding. Further rises above the major flood level (9.70 m) are possible.
The Hawkesbury River at Lower Portland may exceed the moderate flood level (6.10 m) Thursday morning. Further rises above the major flood level (7.60 m) are possible.
The Hawkesbury River at Wisemans Ferry may reach the moderate flood level (3.50 m) Thursday morning. Further rises to the major flood level are (4.20 m) are possible.
Minor flooding is occurring along the Colo River at Putty Road. Moderate flooding is possible. The Colo River at Putty Road may reach around 3.50 metres Wednesday evening with minor flooding. Further rises above the moderate flood level (5.7m) are possible.
What you need to do NOW:
Residents and businesses, in low-lying areas along these river systems and adjoining creeks, should be getting ready to evacuate, if requested. Ensure you take pets and valuables with you.
Horses and livestock should now be relocated to higher ground or moved to a safer place (or internal gates opened to allow horses and livestock to get to higher ground).
For assistance: For emergency help in floods and storms, call the NSW State Emergency Service on 132 500. In life threatening situations call triple zero (000) immediately.


N. Seda Sopaci
Senior Project Engineer
Mrs. Sopaci is a senior project engineer at Anderson Pine Corporation with 19 years of diverse experience in design and consulting engineering, construction industry and project management. Specialized in a wide range of projects including dams, run-of-the-river type hydropower plant projects, road structures design and construction supervision, and US Embassy construction projects. She worked on hydropower projects from conceptual to final design as well as due diligence works, for energy and irrigation purposes in Turkey, India and Georgia valued at up to $ 3.6M contract cost with total installed capacity between 18 MW and 1300 MW. Mrs. Sopaci is currently doing her M.S. in Geotechnical Engineering at the University of Nevada, Reno.


Construction Milestones | Expansion Features | FAQ
Community Involvement | Photo Gallery | Contact
Expansion Projects Details
- Clarkson Wastewater Treatment Plant
- Lakeview Wastewater Treatment Facility
- Lakeview Water Treatment Facility
- Provincial-mandated Upgrades
Facility upgrades will meet new waterworks standards by improving both the cross connection safety and disinfection system.
- Treated Water Storage Reservoir
This project provides for treated water storage and disinfection retention time to meet the provincial requirements.
- High Lift Pumping Station Expansion
A new pumping station will be constructed at Lakeview to increase the pumping capacity from the treatment plant into the distribution system. This project will renew existing pumping capacity and provide additional high lift pumping capacity until approximately 2016.
- Treatment Capacity Expansion
Lakeview's treatment capacity will expand to 260 million litres per day, consisting of pre-treatment with ozone and biological active carbon filtration, followed by membrane filtration with provision for ultraviolet disinfection.


The new Ribarici, Cicevac and Morava hydroelectric power plants feature new weirs along the Ibar River and a series of flap gates with Kaplan turbines along the Morava River. Together the new facilities will generate a total output of 105.4 MW with net hydraulic level changes from 3.6 to 10 meters.
Sistema Rinova D.O.O.
N.3 Plants in Cicevac 16,2 MW
N.5 Plants in Ribarici 10 MW
N.12 Plants in Morava west 79,2 MW
Total Power 105,4 MW


The water level of the Yamuna river was below the danger mark on Saturday morning. This comes a day after the Delhi administration issued a flood alert as the water level in the river breached the danger mark.
The water level at the Old Railway Bridge at 8 am was recorded at 205.01 metres.
On Friday, Haryana discharged more water into the river from the Hathnikund Barrage. The Delhi Police and the East Delhi district administration started evacuating the people who lived on the floodplains as the danger mark was breached.


Type of project
Reconstruction of drainage pumping station
Delivery and erection of technological part, project design documentation
|No. of units||3|
|Total delivery head [m]||4,9 m|
|Flow per unit [m3/sec]||1,4 m3/s|
|Extent of delivery||DT+M|
Reconstruction of drainage pumping station in Iraq. 4 pumps 800-AQTV were delivered. Erected and handed over to investor in 2011.


The first hydropower investment project of the China-Pakistan Economic Corridor, the Karot Hydropower Station, has entered the stage of comprehensive construction.
According to a Chinese media website, the construction has begun after successful completion of closure of the Jhelum River, on which the station is being constructed,
The hydropower station located in the Karot area of Punjab province is the first hydropower station constructed by Chinese enterprises following Chinese standards.
The project will generate clean power of 3.2 billion KW-hours each year after it is completed, which is equivalent to 10 percent of the total hydroelectric power of Pakistan in 2017.
The power output is enough to supply power to over two million Pakistani households and is expected to begin operation in 2021.


The Mangalam Dam is constructed on the river Cherukunnapuzha, a tributary of the river Mangalam. A popular picnic site, The Mangalam Dam is located 48 km.south of Palakkad town. The construction of the scenic dam was completed in the year 1956
Located on the Alathur – Vadakkanchery Highway, the reservoir fringes on the forest area teeming with wildlife like deer, elephants and a variety of birds. The entire area is quite fascinating with beautiful parks, lawns and statues.
Nearest Railway station : Palakkad
Nearest Airports :Coimbatore Airport 40 km. and Cochin International Airport, Nedumbassery -160 km


Wanjiazhai Hydropower Station Communication Power System Renewal Project
The Wanjiazhai Water Conservancy Project is located in the canyon of the Tuoketuo-Longkou river section, the main stream of the Yellow River. The left bank belongs to Pianguan County, Shanxi Province. The right bank belongs to the Zhungeer Banner of the Inner Mongolia Autonomous Region. The total storage capacity of the reservoir is 896 million cubic meters, the adjustment storage capacity is 445 million cubic meters, the annual water volume of the hub is 1.4 billion cubic meters, and the ground powerhouse behind the dam. There are 6 installed power plants with a total installed capacity of 1080MW and an annual designed power generation of 2.75 billion kw/h.
The Contract Scope of This Project Includes:
[email protected] - Huadian Hongyuan (Beijing) Electronic Technology Co., LTD. - Moving Ring Monitoring System, Machine Room Precision Air Conditioner - All Rights Reserved.


The Tehri Dam is one of the tallest Dam of India as well as tallest in the World. It is 2nd highest dam in Asia situated on the Bhagirathi River near Tehri at Uttarakhand in India. With the Height of 261 meter, the Tehri Dam has become eight highest Dam in the worldwide. Tehri Dam Phase1 was complete in 2006 and second and third phases are under construction (Expected commissioning in 2018).
The Tehri Dam project is associated with the cost about eight thousand crores rupees. The Dam is the primary Dam of THDC India LTD and produces around 2400 megawatts of electricity (Tehri HPP 1000MW, Koteshwar HEP 400 MW and Tehri PSP 1000 MW).
The Tehri Dam main investigation was completed in 1961 and design was completed in 1972 with a 600 MW capacity power plant. In 1978, dam constriction begun, but after some time it was delayed due to financial and social impact. Tehri Dam project constriction was complete in 2006 and second part, the Koteshwar HEP dam was completed in 2012.
Today Tehri dam is also a famous tourist place where every year thousands of people come for visit.


Upper St. Anthony Falls — Minneapolis
The Mississippi River forms the third largest drainage basin in the world. Its 29 lock-and-dam system between Minneapolis, Minn. and Granite City, Ill., controls nearly two-thirds of the nation's watershed. The river drops nearly 420 feet along this 669-mile route. The dream of traveling north of St. Anthony Falls on the Mississippi River was made possible when Congress approved the Upper Minneapolis Harbor Development Project in 1937. This project included the construction of the Upper St. Anthony Falls Lock and Dam that was completed in 1963. Tours are available.


August 18: The construction of the 114 Megawatt Dagachhu Hydropower Project in Dagana is set to begin in October this year. The 200 million dollar project was scheduled to start in January this year.
The Dagachhu Hydropower Project was delayed by ten months. The delay was caused by the disqualification of the Maytas Infra. The parent company of Maytas Infra, Satyam, was involved in a corrupt deal in India.
The contract has now been awarded to Hindustan Construction Company, the second lowest bidder.
Meanwhile, the construction of a 19 kilometre access road to the dam site and power house has been completed.
Currently, works are being carried out to repair the damage caused by the flood in May this year. The flood has washed away parts of the road near the dam and damaged the bridge to the power house.
The 62 kilometre Sunkosh-Chinathang road widening work is also in full swing. The project is expected to be complete by June 2012.


High Flow Booster Pump
- Quick connect design. Easy for installation.
- Most compact pump with lighter weight.
- 0~150psi/ 100,000 times inlet water resistance.
- Self priming: 1.5 m
- CE certified.
- This pump can be used in RO systems of 50-75 GPD
Size 148x66x65(mm) Weight 675g Voltage 24 VDC Rated Power 29 W Power Hertz 50 / 60 Hz


LAHORE: The 720 MW Karot Hydro Power Project is being connected to national grid through a 500kV double circuit transmission line existing evacuation arrangements of Neelum Jhelum HPP as per schedule, a statement said on Wednesday.
The National Transmission and Despatch Company (NTDC) has achieved 90 percent progress on the transmission line construction. The remaining work will be completed upon receiving go-ahead from Karot hydro power project authorities as the work is to be done inside Karot premises.
As part of China Pakistan Economic Corridor (CPEC), the 720-MW Karot hydro power project is being constructed under independent power producer (IPP) mode by China’s Three Gorges Corporation and is located partially in Karot Village of Kahuta, Punjab. The project, costing estimated $1.72 billion was originally planned to be commissioned in December, 2021, however, there is a slight delay in the project execution due to restrictions imposed by the Karot plant authorities as a result of prolonged lockdowns in the wake of Covid-19 pandemic.
The Karot hydro power project will be connected to National Grid through a 3km 500kV Double Circuit Transmission Line through in/out arrangement from existing Neelum Jhelum Transmission Line. Contract price for 500 kV transmission line for interconnection to Karot HPP is Rs78.643 million
The power will be evacuated through NTDC system and will be delivered to load centers of Punjab province. The clean energy obtained from these hydropower projects will be useful to drive industries etc. and would prove beneficial for the national economy in the large.
According to project details, the financial close of Karot Hydropower Project was achieved in March 2017. The Karot hydropower project is a run-of-river project being built on the Jhelum river. It is being developed by Karot Power Company (KPCL), a special purpose vehicle in which China Three Gorges South Asia Investment (CSAIL) holds a majority share.
The project is being developed in the private sector under the Power Policy 2002 on a Build-Own-Operate Transfer (BOOT) basis with an expected concession period of approximately 35 years, which includes the construction period of 5 years and the operation period of 30 years.
CSAIL was established by China Three Gorges Investments, the overseas intermediary of China’s state-owned China Three Gorges Corporation (CTGC). CTGC was founded to build the Three Gorges Project, which is the world’s biggest hydroelectric power plant with a 22.5GW capacity.
The Karot HPP is the fourth of five cascade hydropower stations planned on the Jhelum River. It will generate 3,174GWh (net) of energy a year, which will be sold to NTDC under a 30-year power purchase agreement. The generated power will be sufficient to power approximately seven million households.
The reservoir is expected to stretch approximately 27 kilometer upstream of the dam and feature a capacity of 152 million cubic metres at full supply level (FSL), which will be 461m above sea level. The surface powerhouse, consisting of four turbines, will be situated approximately 650m downstream of the dam crest and 300m upstream of the Karot Bridge.


Satellite imagery: Grand Ethiopian Renaissance Dam's new reservoir is starting to fill
Maxar Technologies has recently collected new satellite imagery of northwestern Ethiopia that focuses on the status of the Grand Ethiopian Renaissance Dam (GERD) and the Blue Nile River.
This massive construction project (nearly $5 billion USD) that has been under construction since 2011 will become the largest dam in Africa and affect Sudan and Egypt, as the river flows north from the dam and, ultimately, becomes the vitally important Nile River.
Maxar’s most recent satellite imagery collected on July 12th reveals that a large reservoir has started to fill behind the dam. Some estimates claim that it may take as long as 5-7 years to fill the reservoir completely.
In the recent Maxar satellite images, significant changes can be seen in the area over the past two weeks as the water levels begin to rise and the reservoir begins to form.


Intex 28652 sand filter pump is the best combination of a filtering device, cost optimization and pool water cleaning.
This device is suitable for above-ground pools that have a maximum capacity of 19.150 litres with a diameter of 488 cm and above. It has a flow capacity of 12000 litres per hour.
- Flow capacity of the filter pump: 12.000 l/h (3,200 ghp)
- Flow capacity within the pool: 9.200 l/h (2450 gph)
The filter is provided with a 6-function valve:
Our Intex sand filter pump requires the use of quartz sand at the beginning which can be used for about 5 years before being replaced.
Type of sand to be used: ground quartz
Silicon content = 99%
Particle size = 0,4 - 0,8 mm
The sand is NOT included.
The sand filter is supplied with the following accessories:
- Two 38mm tubes
- 12h cycle timer
- pressure meter
- basket for leaves and debris
- sand capacity: 55 kg (NOT INCLUDED)


Design and construction of hydraulic cylinders for over 25 years.
– Standard cylinders
– Welded cylinders
– Tie rod cylinders
– Cylinders with externally bolted heads
– Telescopic cylinders with two or more extensions
– Stainless steel cylinders
– Cylinders personalised to customer specifications
All products can be supplied in paint finished or galvanised.


The valve is used to open and close the pipeline, control the flow direction, adjust and control the parameters of the transmission medium (temperature, pressure and flow) pipeline accessories. According to its function, it can be divided into shutoff valve, check valve, regulating valve, etc.
The valve is the control part in the fluid conveying system, which has the functions of cut-off, regulation, diversion, countercurrent prevention, pressure stabilization, diversion or overflow relief, etc. Valves for fluid control systems range from the simplest globe valves to those used in the most complex automation systems.
Valves can be used to control the flow of air, water, steam, corrosive media, mud, oil, liquid metal and radioactive media and other types of fluid. Valves according to the material is also divided into cast iron valves, cast steel valves, stainless steel valves (201, 304, 316, etc.), chromium molybdenum steel valves, chromium molybdenum vanadium steel valves, double-phase steel valves, plastic valves, non-standard custom valves.


Govt.says storage status of 91 reservoirs healthy
The government has said that the water storage status of 91 important reservoirs of the country is healthy as on August 6, 2015.
In a statement, it said storage in these reservoirs was pegged at 78.366 BCM, which is 50 percent of total storage capacity .
This storage is 93 percent of the storage of corresponding period of last year and 99 percent of storage of average of last ten years.
The present storage position during current year is better than the storage position of last year and is also better than the storage of average of last ten years.
The total storage capacity of these 91 reservoirs is 157.799 BCM which is about 62pc of the total storage capacity of 253.388 BCM which is estimated to have been created in the country.


Current Temperatures in Degrees Fahrenheit
| Capitol Reef NP
| Henry Mountain
Current Flow in CFS
| Fremont River near Bicknell
| Escalante River near Escalante
| Green River at Green River
Data courtesy of USGS. For more information, click on the gage names at the top of this page, above the current flow statistics.


The most prestigious ongoing tasks: RACIBORZ DOLNY RESERVOIR (dry polder)
The Raciborz Dolny Flood Protection Reservoir on the Oder River is one of the key elements of the Oder River Valley flood protection. It is being created under the Oder 2006 Programme, as part of a passive and active flood protection system. The total capacity of the Raciborz Dolny Polder will amount to 185 million m3.
On 20.07.2011 Hydroprojekt finished the task “Complete building permit application for the project entitled: "Racibórz Dolny Reservoir on the Oder River in the province Silesia (polder)".
The above-mentioned documentation included:
- § updated maps for design purposes
- § water permit aplication
- § updated preliminary design of 2005.
Currently, negotiations are ongoing regarding the elaboration of the detailed design.


Construction and installation works
As part of works at the construction site during tanks and pumping station installation, we offer additional support at every stage of the investment.
The scope of construction and installation works performed by our specialists includes:
- Execution of brick, concrete, reinforced concrete construction works.
- Renovation, adaptation and reconstruction of buildings, tanks and underground chambers.
- Demolition works.
- Construction of external water supply and sewage networks with connections.


Kishtwar district of Jammu and Kashmir will be the new power hub when different hydroelectric projects started by the government are completed.
The surplus power from Kishtwar will not only be utilised for other parts of the UT, but will also be sold to other States in future.
1000 MW Pakal Dul Project, 624 MW Kiru Project, 540 MW Kwar Project and 930 MW Kirthai Project are all located in close vicinity of each other, along with 850 MW Ratle Project which has been revived as a Joint venture between the Centre and the J&K government.
Pakal Dul HE Project (1000MW) is under active construction after river diversion was carried out. The project will generate 3230 MWs annually and is expected to be completed by July 2025. Kiru HE Project (624 MW) is also under active construction. The river diversion was carried out recently and after completion it will generate 2272 MWs annually. The project is expected to be completed by July 2025.
The work on Kwar Hydro Electric Project (40MW) started in 2022 and the project will generate 1975 MUs annually and scheduled completion is in November 2026.
Ratle HE Project (850 MW) is under construction and work started by awarding EPC Contract in January 2022.
The scheduled date of commissioning of the project is 10th Feb 2026 and once commissioned, project will generate 3136 MUs annually. Kirthai-II HE Project (930 MW) is under investigation and will generate 3329.52MUs annually on commissioning.


Toolbox for control and optimization of water systems.
Python bindings for the Wanda API
Heat network models for RTC-Tools 2.
Hydraulic structures models for RTC-Tools 2.
Model for salt intrusion through shipping locks.
Library for communicating with Delft-FEWS
A python/modelica based simulation environment.
Typo fallback for FEWS-IO
Simple and hydraulic Modelica routing models for RTC-Tools 2.
Water allocation models for RTC-Tools 2.
Hydraulic network skeletonizer
Toolbox for control and optimization of water systems