Flooding conditions in the Bayshore Drive residential area were the result of an undersized drainage system, an unmaintained drainage ditch with high velocities (up to 20 ft/s), and a brick wall restricting flow into the ditch. The City of Tallahassee contracted with SAI to analyze the drainage system and design drainage system improvements to solve the flooding concerns.
The project included development, calibration, and validation of an existing conditions stormwater model, a Phase 1 model that reflected post-improvements conditions from a completed City project, and a Phase 2 model to represent the Bayshore Drive Stormwater Improvements designed by SAI.
Working with the City, SAI developed construction documents for the design solution, including specialized high capacity curb inlet structures, nearly 600 feet of concrete box culvert constructed in a narrow right-of-way between residential properties, and a surface swale with ditch bottom inlets to collect surface runoff. SAI's design development required multiple iterations of stormwater modeling and, ultimately, the final design included removing portions of the existing brick wall restricting flow into the ditch and constructing pipe and inlet improvements downstream. Much of these improvements involved enclosing an existing ditch with a large box culvert and surface swale. SAI successfully permitted this project through the NWFWMD and USACE. SAI also prepared a FEMA No-Rise Certificate for the design under future build-out conditions.
This project won the APWA Project of the Year award. SAI is currently evaluating possible improvements to the upstream areas of the neighborhood under a separate contract with the City.


SL vertical fiberglass centrifugal pump is a new type of energy-saving fiberglass material centrifugal
pump. SL vertical fiberglass centrifugal pump can be used in a variety of need to transport concentrated hydrochloric acid and concentrated sulfuric acid etc corrosive medium. It is the durable pump as a single stage single suction channel centrifugal pump.
The over-flow part for SL Vertical fiberglass centrifugal pump is made of modified phenolic glass fiber reinforced plastic after high temperature and high pressure. The pump has the advantages of super corrosion resistance, high temperature resistance, lightweight weight, high strength without deformation. Designed structure of the pump is advanced, simple and reasonable. The maintenance is very convenient with high efficiency, energy saving characteristics.
SL vertical fiberglass reinforced plastic centrifugal pump has a wide range of specific medium to transport a variety of concentrated hydrochloric acid, dilute sulfuric acid, non-oxidizing strong acid, organic acid, inorganic salts etc. SL Vertical fiberglass reinforced plastic centrifugal pump is widely used in chemical, petrochemical, pharmaceutical, pesticide, daily chemical, chemical fiber, water treatment, machinery, metallurgy, environmental protection and other industries in the field of corrosion resistance.
SL: Vertical fiberglass centrifugal pump
40: pump inlet and outlet (mm)
20: pump head
Contact Name: Mrs. Shine Xin
Company Name: Kenshine Pump And Valve Mfg. Co., Ltd.
Street Address: Yindu Road 1535,
Xinzhuang Industrial Zone, Minhang
District, Shanghai, China
Other Contact Info:
Member name: kenshinepump
Member Since: 01 August 2011
Total Leads: 138 kenshinepump Import Export Business Leads
Business focus: Pump, Centrifugal Pump, Water Pumps, Industrial Pump, Magnetic Pump, Diaphragm Pump, Self Priming Pump, Sewage Pump, Gear Pump, Multistage Pump, Hydraulic Pump
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VP 549PE-1 - PerkinElmer Spillway Reservoir with Quick Disconnect Fittings for Inlet and Outlet Ports on Bottom
Availability: In stock
|Materials - Attributes||Anodized Aluminum|
|Special Features||Includes fitting ports, Overflow spillway|
|Well Bottom Shape||No|
The VP 549PE-1 Spillway Flowing Reservoir Wash System offers several advantages. First the wash liquid is injected into the reservoir through 96 inlet ports in the bottom of the reservoir and the liquid fills the reservoir to a height of 30 mm before it runs over the main notch (there are 4 other emergency notches) in the spillway and the liquid is collected in a separate peripheral reservoir connected to the drain. This keeps the wash reservoir uniformly flushed with new liquid coming in the bottom and waste liquid flowing out the top. It maintains the height of the liquid at a constant level regardless of the flow rate. The spillway feature is also important in washing 1536 pin tools because the significant displacement of wash liquid by 1536 pins can raise the level of liquid in a fixed reservoir.
The reservoir inlet and outlet quick disconnects are located on the bottom of the reservoir. This unit was designed for the PerkinElmer MiniTrak where the deck is open and inlet and outlet hoses can be brought in from the bottom. The bottom of the reservoir also has locating holes which allow the reservoir to be seated securely on the deck.
None at this time


By 2010, Vietnam's Central Highlands region is forecast to have a total hydroelectricity generating capacity of 5000MW according to reports by the Vietnamese News Agency. This will be equivalent to one-third of Vietnam's current electricity generating capacity.
A total of six large and medium-sized hydroelectric power plants with a combined generating capacity of 1,796MW will be built along the Se San river. These plants will include the Se San 3A, Pleikrong and Se San 1V, which will become operational by February 2007, February 2008 and May 2009 respectively.
Along the Se Re Pok river, six hydro plants of a combined 650MW capacity will be built, with ten more of a combined 669MW to be built along the Ba river. Sixteen hydro plants are to be constructed along the Dong Nai river.
Related ArticlesSpotlight on… Vietnam


A new methodology is presented for determination of optimal reservoir management strategies that minimize sediment scour and deposition in multiple-reservoir river networks. Consideration is given to adverse effects of sedimentation occurring in both reservoirs and rivers of an alluvial network. The problem is formulated as a discrete-time optimal control problem in which a successive approximation linear quadratic regulator (SALQR) optimization algorithm is interfaced with the U.S. Army Corps of Engineers HEC-6 sediment transport simulator. The simulation model is used to evaluate open channel flow hydraulics and sediment transport dynamics, while the optimization module strategically updates reservoir operation policies and solves the augmented control problem. System operating constraints imposed on stagewise reservoir releases and storage levels are incorporated into the objective function using a quadratic loss penalty function. The model can be used to minimize scour and deposition through an entire network or only at specified locations, and can be used to evaluate policies that alternatively maximize sedimentation. Capabilities of the model are demonstrated through applications to a hypothetical three-reservoir river network and the Yazoo Basin river-reservoir network in Mississippi. The resulting methodology serves as an effective decision support mechanism that can be used in the sustainability of rivers and reservoirs, as well as their associated benefits.


Fully automatic gravity filter system consisting of 4No ASF-45N and 2No ASF-39N. Filters having a total design capacity of 880m³/h.
The filters have been installed feeding high pressure pumps with absolutely clean water to safeguard the booster pumps from any intake of solids contained in the raw water.
Client: KPLC Nairobi, Kenya
Design, supply of the filtration plant by KAROLAK GmbH
Completion date: 1986


Manningham City Council (VIC) is seeking tenders for the construction of the Mullum Mullum Stadium water main extension.
Tenders will only be considered from companies that are accredited by Yarra Valley Water for the construction of WC1 (<DN 300) reticulation water mains.
The works include:
- The construction of about 80m of 150mm PN 16 PVC-M water main by open excavation including the associated branches, valves, washouts, etc
- The installation of about 20m of 150mm PVC main installed by trenchless means
Submissions to tender close 14 September 2016.


Veolia awarded contract for Vartry Water Plant upgrade
The Irish Water contract for the design, construction and commissioning of the new water treatment plant at the site of the Vartry Reservoir has been awarded to Veolia Water Ireland Ltd.
The construction of the new water treatment plant is part of a €200m investment in the Vartry Water Supply Scheme, with works due to begin later this year and expected to be completed in 2020.
The scheme was originally built in the 1860s and is in urgent need of improvement. It is also on the Environmental Protection Agency's (EPA) Remedial Action List (RAL) which identifies water supplies that are in need of improvement to comply with drinking water regulations.
Geoff O'Sullivan, Project Manager with Irish Water said: 'The upgrade of the Vartry Water Supply Scheme has been a priority for Irish Water since the utility took over the responsibility for water services in 2014. I am pleased to confirm that a contract has been awarded to commence work on this vital project which will replace the ageing plant with a modern facility, safeguarding the water supply for 200,000 people in Wicklow and south Dublin.
'The scheme has had no major upgrade since it was built 150 years ago and is in urgent need of this investment.
'The construction of a new water treatment plant at the existing Vartry reservoir site is the next phase in a wider investment project in the scheme which also includes the construction of a new 4km pipeline from Callow Hill to the Vartry Water Treatment Plant and covering the treated drinking water storage reservoir at Stillorgan. The investment in the scheme ensures that the people of Wicklow and south Dublin have a drinking water supply that meets all drinking water regulations that safeguards public health for generations to come,' said Mr O'Sullivan.
Irish Water has also committed to providing a compensation flow of five million litres per day into the River Vartry, which will protect the ecology of the river during periods of low flow. The volume of water abstracted will be the same level as it has been since the scheme was commissioned 150 years ago.
Meanwhile, pipe laying has progressed to schedule as part of the construction of a new link from the existing water treatment plant at the Vartry to Calowhill. The works started in January of this year and are considered a priority element of the overall Vartry Water Scheme upgrade.
The works include: a new pumping station at the existing plant and four kilometres of buried pipeline from Vartry to Callowhill and a break pressure tank at Callowhill.
The final section of pipe has been laid and the construction works will be mainly confined to the sites at Callowhill Lower, the summit break pressure tank and the Vartry Water Treatment Plant. The works should be completed by December.


The implementation of the Clare River (Claregalway) Flood Relief Scheme has been ongoing over the last three years with the works being progressed by the Office of Public Works (OPW) direct labour force.
However, in recognition of the significant flooding problems in the area it was agreed to proceed with advance interim measures to reduce flood risk and by 2012 the following remedial works were successfully completed in advance of the main scheme works:
- Construction of flood eye at Claregalway Bridge
- Construction of new bridge at Crusheeney.
Construction of the main scheme then commenced in June 2016 and works completed to date are as follows:
Clare River - Selective Channel Maintenance
- Selective channel maintenance along the Clare River from Lough Corrib towards Cregmore Bridge, has been substantially completed.
- The second stage channel upstream of Claregalway Bridge was regraded, extended and widened as part of in-stream deepening works in 2016. Bank protection in the form of rock armour was installed along the widened second stage channel bank and along the castle bank also in 2016.
- Some outstanding rock removal from the channel bed downstream was completed in 2018.
- Works on constructing a 1.65km surface water outfall pipeline between Claregalway Corporate Park and the Clare River, upstream of the Claregalway Bridge, were completed in 2016.
- Final reinstatement of agricultural land along the route of the pipeline has now been completed.
- Works on the Kiniska (Cin Uisce) tributary comprising channel maintenance, bank protection and bridge upgrade works have now been completed.
- Final reinstatement of agricultural land along the route of the drainage channel is substantially complete.
- Final road raising and tarring of the new road footprint in Montiagh South is now complete and the road has been formally handed back to Galway County Council.
- Works on the formation of a new drainage network and the construction of new accommodation/access bridges, along the field entrances adjacent to the roadway are now complete.
Caherlea / Lisheenavalla:
- Channel widening from 1.3km upstream of Crusheeny Bridge to immediately downstream of Crusheeny Bridge to form a two-stage channel have been completed.
- Formation of the second stage channel on both sides of the Clare River, in Crusheeney and Cregmore is now fully complete.
- Construction of an embankment along the southern bank of the Clare River from 1.3 km upstream of Crusheeny Bridge to the Islandmore Drain.
- In-stream Environmental River Enhancement Works upstream/downstream of Crusheeney Bridge are now fully complete.
- Works on the formation of a new drainage network and the construction of new accommodation/access bridges, along the field entrances adjacent to the roadway in Cregmore are now complete.
- Road C - Work on raising and tarring of a local road is now complete.
- Works on the construction of a 1.9km flood alleviation pipeline in Carnmore/Cashla are almost completed.
- Work on the installation of 2 no. pipe culverts across the R339 road network is now complete. 2 no. intake manholes, located either side of the R339 road network are constructed and in position.
- Works on the upgrading of a road culvert along the Lydican Road in Lisheenavalla, together with Bridge upgrade and bank protection works are now completed.
The major civil works for the flood relief measures are now completed. The cost of the scheme up to the end of May 2019 is estimated to be €9.37 million. Substantial completion of the Scheme is expected by end 2019. Some minor civil works remain to be completed and these along with Environmental Reinstatement Enhancement Programme works and other reinstatement and accommodation works are due to be all fully completed by mid-2020.


ISLAMABAD (ET): The federal government has made a total allocation of over Rs.97 billion including a block allocation of over Rs.9 billion for various development and non-development projects in Gilgit-Baltistan under the Public Sector Development Programme for the financial year 2014-15.
KAGB projects: According to budget documents, Rs9.23 billion has been earmarked for projects being initiated under the Kashmir Affairs and Gilgit-Baltistan Division (KAGBD).
For the construction of 26 MW hydro power project at Shaghartang in Baltistan, Rs.100 million has been earmarked. The project was approved on November 11, 2011 with an estimated cost of Rs4.85 billion. An allocation of Rs50 million has been made for another 30MW power project in Ghowari, Ganche district of Baltistan. The total cost of the project is Rs7.79 billion and so far Rs40 million has been spent on the project.
For 30MW Naltar-V and III power projects near Gilgit Rs800 million has been set aside. The total cost of the two units is estimated to be Rs5.23 billion. Similarly, Rs30 million has been earmarked for the construction of a 4MW power project at Thak Nallah in Chilas. The project was approved on August 16, 2012. Under the new projects an amount of Rs50 million has been allocated for the establishment of regional grid station in GB at a total cost of Rs5 billion.
Communications Division projects
An allocation of Rs300 million has been made for the completion of 66km Jhalkad-Chilas strategic road project that was approved on February 6, 2008. But the delay escalated the cost to Rs4.541 billion. An amount of Rs200 million has been allocated for the construction of Mansehra-Naran-Jhalkad section. The project was approved on March 25, 1999 and the total cost was Rs3.83 billion. However, by June 30, 2014 the cost escalated to almost Rs5 billion. The government has allocated Rs4.2 billion for the realignment of the KKH and barrier of lake at Attabad, Hunza. The project includes rehabilitation of 17km portion of KKH which was submerged in the lake water after a landslide blocked Hunza River in 2010. The total estimated cost of the project is Rs26.48 billion with Rs23.55 billion to be provided by Chinese banks.
Under the Planning, Development and Reforms Division, an amount of Rs189.500 million has been earmarked for lowering of spillway of Atabad lake. The project was approved on February 21, 2013. The total estimated cost of the project is Rs.995 million.
An amount of Rs5.2 billion has been set aside for the rehabilitation, improvement and widening of KKH from Raikot in Diamer district to Khunjerab on Pak-China border in Gojal. The project was approved on November 12, 2007. For the China-Pakistan Economic Corridor (CPEC), Rs49 billion has been set aside. Of the total amount, Rs4.5 billion has been allocated for the construction of the 460km-KKH portion from Raikot in Diamer district to Islamabad via Havelian.
An amount of Rs10 million has been allocated for the feasibility study of a tunnel at Babusar top. The project costing Rs500 million has not yet been approved by the ECNEC. For the improvement and widening of the 167km-Jaglot-Skardu road, Rs50 million has been set aside.
Under the Higher Education Commission (HEC) projects, a revised budget of Rs14.535 million has been earmarked for the construction of the Karakoram International University (KIU) main campus in Gilgit. The project was approved on November 6, 2008.
For the setting up of engineering faculties on the KIU campuses in Gilgit and Skardu, an amount of Rs10 million has been allocated. The project, which was yet to be approved by ECNEC, will cost Rs630 million.
Information, broadcasting and national heritage division
For the construction of six rebroadcast stations at Hunza-Nagar district, Astore District, Chilas in Diamer District, Gahkuch in Ghizer District, Jaglot in Gilgit district and Khaplu, Baltistan Rs49.682 million has been allocated under the Information Broadcasting and National Heritage Ministry.
An allocation of Rs40 million has been made for the land acquisition, construction of accommodation for G-B Scouts in Gilgit, 112 Wing at Skardu and 114 Wing in Chilas. A total of Rs10.424 million has been earmarked for the construction of FIA building at Khunjerab Pass, Sost (Phase-II). A total of Rs31.518 million has been allocated for the construction of a hospital for G-B Scouts at Minawar in Gilgit.
An amount of Rs45.710 million has been made for construction of long firing range and approach tracks and boundary wall of GB Scouts in Gilgit and Skardu. The estimated cost of the project is Rs83.520 million.
A total of Rs154.889 million has been set aside for acquisition of land for construction of GB Scouts HQ, a playground, mosque, MT workshop, residential and non-residential buildings for G-B Scouts 113 Wing in Gilgit and 112 Wing at Skardu and FC line and office at Jutial, Gilgit.
An amount of Rs24.320 million has been set aside for the acquisition of land for G-B Scouts headquarters and 112 Wing at Skardu.
An amount of Rs5 milli0n has been earmarked for external water supply to FC headquarters at Gilgit.
For population welfare programme an amount of Rs118.722 has been set aside.
Under the Planning Development and Reforms Division, Rs2 billion has been set aside for GB development.
Water Power projects
A substantial amount of Rs25.7 billion has been earmarked for 28mw power project in Basho in Skardu, 7100mw project at Bunji, Gilgit, 4500mw Diamer-Bhasha dam, Harpo, Skardu project and Shyok dam.
Rs40 million has been set aside under the Inter-Provincial Coordination Division for laying of synthetic hockey turf at Gilgit and improvement of Naltar ski slope.


Bonneville Lock and Dam consists of several dam structures that together complete a span of the Columbia River between the US states of Oregon and Washington. The dam is located 40 miles east of Portland, Oregon, in the Columbia River Gorge. The primary functions of Bonneville Lock and Dam are those of electrical power generation and river navigation.
Location: Columbia River, Bonneville Dam and Locks, Oregon
Image ID: 19370


Mouse River Enhanced Flood Protection Project (MREFPP) Has Emergency Action Plan Should Flooding Occ
Minot, N.D. – As construction of the Mouse River Enhanced Flood Protection Project continues, portions of the existing levee will be removed prior to constructing the new levee. The existing levee protects properties from flows on the Mouse River up to 5,000 cfs. To ensure that the 5,000 cfs level of protection is maintained, there are several special requirements that the Contractors must follow during construction:
With these requirements in place, the properties protected by the existing levees will continue to have the 5,000 cfs level of flood protection throughout the construction process.
Construction on the first three phases is scheduled to be completed in 2020. For the latest information on the Mouse River Enhanced Flood Protection Project and the first three phases go to www.mouseriverplan.com or search on Facebook for Mouse River Plan.


Concrete pump, also known as concrete pump, consists of a pump body and a conveying pipe. It is a kind of machinery that uses pressure to continuously transport concrete along pipes. It is mainly used in house construction, bridges and tunnel construction. At present, it is mainly divided into gate valve concrete pump and S valve concrete pump. Another is to install the pump body on the chassis of the car, and then equip the pump with a telescopic or inflected cloth boom.
1.Reliable performance,smooth operation.
2.High material suction capability,strong pumping capability.
3.Long life S pipe and wearing parts.
4.Advanced hydraulic and electrical systems,safety and reliability.
5.Intelligent control system,high efficiency.
6.Wireless remote control function,more convenient, simple operation.


In 2007, the U.S. Geological Survey documented a five-layer groundwater flow model of the Sierra Vista and Sonoran subwatersheds of the Upper San Pedro Basin. The model has been applied by a private consultant to evaluate the effects of projected groundwater pumping through 2105 and effects of artificial recharge at three near-stream sites for 2012-2111. The main concern regarding simulations of long-term groundwater pumping is the effect of artificial model boundaries on modeled response, particularly for pumping near Cananea, Sonora, Mexico, which is adjacent to an artificial no-flow boundary. Concerns regarding the simulations of the effects of artificial recharge near streams include the resolution of the model and the representation of the model properties at the site scale; a possible limited ability of the model to correctly apportion recharge response between increased streamflow and increased evapotranspiration; a limited ability of the model to simulate detailed geometries of artificial recharge areas and evapotranspiration areas; and stream locations with the 820-foot grid spacing of the basin-scale model. In spite of these concerns, use of the U.S. Geological Survey five-layer groundwater flow model by the consultant are reasonable and valid.


Hydraulic charge pressure warning light and alarm are on.
When alarm sounds, shut down machine immediately. Failure to follow this caution can
result in damage to machine.
Check transmission fluid level.
If transmission fluid level is low, fill to correct level (WP 0020).
If transmission fluid level is OK and problem still exists, notify Field Maintenance.
END OF WORK PACKAGE


New iWindsurf: Select your region for wind observations & forecasts:
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Latest Flood Statement by KFWD
Issued 2/20/2018 10:42 PM US/Central.
Valid through 2/25/2018 1:07 PM US/Central.
wgus84 kfwd 211333
733 am cst wed feb 21 2018
the flood warning continues for
the trinity river at trinidad.
* at 0700 am wednesday the stage was 13.45 feet.
* flood stage is 33 feet.
* minor flooding is forecast.
* forecast...the river is expected to rise above flood stage by
friday morning and crest near 35 feet by saturday afternoon. the
river should fall below flood stage by sunday after midnight.
lat...lon 3223 9613 3207 9600 3206 9613 3219 9626


This 3/4" lead free pressure relief valve is used in residential applications to protect against excessive pressure on domestic storage tanks and tankless water heaters. It consists of a lead free copper alloy body with 3/4 inch NPT threaded male inlet and 3/4 inch NPT threaded female (drain) outlet, test lever, and stainless steel spring. It is ASME rated. The pressure relief is set at 150 psi (10.3 bar).
- Lead free copper alloy body construction
- ASME approved
- Test lever included
- Relieves excessive pressure on tankless water heaters


Mannings Hill road project to be completed next month
The National Works Agency (NWA) says it is now moving to complete the construction of a box culvert along Mannings Hill Road in St Andrew.
The project, which was delayed because of issues with a National Water Commission (NWC) pipe in the area, is now on track to be completed by the end of September.
NWA Communication Manager, Stephen Shaw, says the NWC line has now been diverted away from the path of the new box culvert.
Shaw says the NWC intends to upgrade the sewerage system in the Mannings Hill Road area.
In anticipation of these works, a facility has also been constructed to prevent any damage to the drainage feature.
Shaw says all telecommunication cables have also been relocated outside of the project zone.
The three-month contract, valued at $15 million began in July and includes the construction of u-drains, curbs, reinforced concrete retaining walls; the construction of the box culvert, sidewalks, and curb inlets.


Images: Navigation season begins on the upper Mississippi River [Image 4 of 4]
The Motor Vessel Deana Ann moves through the Mississippi River Pool 2, just upriver of Lock and Dam 2 in Hastings, Minn., March 17. The tow is the first of the season to reach Pool 2, which is considered to be the start of the navigation season for the U.S. Army Corps of Engineers, St. Paul District. The Corps operates all of the locks and dams along the river for navigational use.
Date Posted:03.18.2012 09:03
Location:HASTINGS, MN, US


Evaluating the effect of the location and design of retention ponds on flooding in a Peri-Urban river catchment
Is part of
MetadataShow full item record
In order to reduce the flooding risk in urban and peri-urban river catchments, retention ponds or wet detention ponds are often used. However, there has been little work that uses distributed hydrological modeling to consider their optimum location and design in order to reduce the flood risk in a river catchment. This work considers two existing and two potential ponds in the 22.8 km(2) Braid Burn catchment, Edinburgh, Scotland. Using the Shetran physically based distributed hydrological model, the effect of these ponds on the river discharges for eight measured rainfall events and two design rainfall events is considered. The results show the larger Blackford pond is best at reducing the peak discharge at the catchment outlet. The other three ponds are designed to be almost the same. The potential pond in the upper part of the catchment reduces the peak discharge at the outlet; the pond in the middle at Oxgangs makes little difference to the peak discharge, while the potential pond in the lower part of the catchment increases the peak discharge at the outlet. These results show that when considering flood risk, the location of a retention pond within a river catchment is important, and it can make the flooding worse at the outlet if it is located in the wrong location. This work suggests the pond should be located in the upper part of the catchment, although the ideal location will depend on the catchment's shape and lag time.
- Articles


Hartwell is a 422MW hydro power project. It is located on Savannah river/basin in Georgia, the US. The project is currently active. It has been developed in single phase. Post completion of construction, the project got commissioned in 1962.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer|
|Hydropower||422||422||–||Active||Georgia, the US|
The project is currently owned by US Army Corps of Engineers with a stake of 100%.
The hydro reservoir capacity is 4,239.05 million cubic meter. The penstock diameter is 7.315m.
The project got commissioned in 1962.
The turbines for the hydro power project have been supplied by Andritz Hydro and Newport News Industrial.
The electric generators for the project were procured from General Electric and Westinghouse Electric.
All power projects included in this report are drawn from GlobalData’s Power Intelligence Center. The information regarding the project parameters is sourced through secondary information sources such as electric utilities, equipment manufacturers, developers, project proponent’s – news, deals and financial reporting, regulatory body, associations, government planning reports and publications. Wherever needed the information is further validated through primary from various stakeholders across the power value chain and professionals from leading players within the power sector.


HFJ400 / HFJ700
▲ High capacity and rugged construction.
▲ Extra low pick up point and 2-position lift pad for hard-to reach places under low profile lift trucks.
▲ Specially designed hydraulic pump with German seal kits and overload valve.
▲ Removable handle and compact size.
▲ Conforms to CE standard and ANSI standard.
▲ Uniquely built in two lifting speeds.
Quick lifting and slow lifting which can be automatically switched between with load and without load.
Quick lifting: 20 times pump strokes.
Slow lifting: 60 times pump strokes.
▲ Two alternative lifting positions.
Low position: capacity 4000kg.
High position: capacity 5000kg.
▲ Built in overload valve and bypass valve.
Guarantees safety and reliable operation.
▲ Low profile lifting: 65mm.
Categories: Hydraulic Jack & Stand / Hydraulic Jack


Hydraulic Design Engineer
I am currently looking for a hydraulic design engineer to work on a long term contract in Greater Manchester.
The job will include the following tasks:
Preparation of system design calculations.
Specification of system operating parameters.
Providing Hydraulic technical support to internal/external clients throughout a project life cycle.
Design, calculation and specification of Hydraulic power and control systems in accordance with Project design requirements.
Preparing and checking Hydraulic system diagrams, drawings and part lists
Production of Hydraulic drawings for manufacture..
Attendance at Design review meetings when required.
When required; liaise with other engineering disciplines to provide project support.
There may also be opportunities to travel overseas as needs arise.
To find out more about Huxley Associates please visit www.huxley.com


Kallanai Dam, which is also known as Grand Anicut, was constructed over river Kaveri. The area covered by the dam is 146.70 sq km. The dam was built in the 1st century AD by King Karikalan of the Chola Dynasty and is believed to be the oldest water regulating structure of the world which is being used even to this day.
The name Kallanai Dam means stone dam which comes from the material used to build the structure. The dam is 329 m long and 20 m wide. The dam breaks into two channels on reaching the Sri Rangam Island and the northern channel which is called Kollidam ends at Poompuhar into the Bay of Bengal.


The Wachs HPU-750 is designed to supply hydraulic power to the ERV-750 and TM-7 valve operators, or any HTMA Class II hydraulic tool. Equipped with a Briggs & Stratton 16 HP Vanguard V-Twin OHV gasoline engine driven hydraulic power supply with dual auxiliary circuits, electric start and electric fan driven oil cooler.
Rated for 8GPM @ 1800 PSI (30 LPM @ 124 BAR). The hydraulic system is self-contained with 10 gallon (38L) reservoir, filtration and relief valve. Ships without fluids, Part #79-405-00


At Silver Springs Hotel held on 5th and 6th December 2013 facilitated by Eng. Dr. Rubarenzya Mark
- Overview of the guidelines for drainage design and construction in Uganda.
- Design considerations for an efficient drainage system.
- Analytical methods for estimating peak discharges (Rainfall Runoff modeling, Rational method, flood frequency analysis) and indirect methods for discharge verification.
- Hydraulic design of drainage conveyance structures based on hydrological data.
- Surface and sub-surface drainage techniques, materials for use in subsurface drainage construction and best maintenance practices for drainage conveyance structures.
- Hydrological modeling.
- Flood analysis and control.
(Training included a site visit to Kalerwe)


First-order analysis is used to estimate the uncertainty of deterministic hydraulic models which have uncertain parameters. The first-order analysis of uncertainty enables the estimation of the mean and variance of the capacity of hydraulic structures. An example of developing the risk evaluation procedure by considering the inherent hydrologic uncertainty and hydraulic uncertainties for culvert design is presented. Both static reliability models, which consider single loading application to hydraulic structures, and time-dependent (dynamic) reliability models, which consider the random nature of the loading, are developed.
|Journal||Texas University, Center for Research in Water Resources, Technical Report|
|State||Published - 1 Jan 1980|


26 Aug Work on Hdh. Nellaidhoo Harbour is well underway
Work on Hdh. Nellaidhoo Harbour is well underway, with overall 32% project progress. The blocks needed for the construction of quay wall has been transferred to the project site on 25 August 2020.
Additionally, project works consists of harbour basin dredging operations of 22,860cbm; maintenance dredging operations of 10,294cbm; construction of a 164m breakwater; installation of 2,102sqm of pavement; installation of navigation lights and ramp construction. The estimated value of the project is MVR 47.62 million. The Ministry of National Planning, Housing and Infrastructure contracted the project to us on 27th August 2019.


Percolation Mathematical Model for Stepped Horizontal Well in Multilayer Fault Block Reservoir
Liu Hong1, *, Pang Jin1, Chang Xuejun2, Yu Xinan1, Zhang Xu1
Identifiers and Pagination:Year: 2015
First Page: 97
Last Page: 102
Publisher Id: TOPEJ-8-97
Article History:Received Date: 15/12/2014
Revision Received Date: 4/1/2015
Acceptance Date: 25/2/2015
Electronic publication date: 18/3/2015
Collection year: 2015
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
The percolation mechanism and regularity for stepped horizontal well in multi-layer complex fault block reservoir are complex. A percolation mathematical model based on unsteady flow mathematical model is built up in this paper. In the model, the reservoir couples with one horizontal well in sealed reservoir which perforates through mutually unconnected formation. Laplace transform, Stehfest inversion and Conjugate gradient are used to solve the model. The pressure distribution results of different time and production distribution results of different well section can be obtained. The results of pressure drop and pressure drop derivative calculated by this model are close to the results calculated by the Saphir software, and the agreement rate is 99%, which proves the model is of great reliability. Compared with Saphir software, the capacity of horizontal section through multiple sand at the same time can be calculated, which is the advantage of this model. It is not suitable for heterogeneous reservoir and the reservoir with supply boundary, which is the limitation. A two-layer block fault reservoir has been used to carry out the field study through the model, simplifying the irregular shape of reservoir for rectangular reservoir at first. Then a double-stage horizontal well is used to pass through the upper layer and the lower layer orderly in this reservoir, the simulation calculation of the well can use the double-stage horizontal well model, and the model can calculate the average pressure drop and pressure drop derivative of various production phases in the bottom hole accurately .The reservoir flow stage and the flow time in different periods can be judged through pressure drop and pressure drop derivative in the bottom hole, which can also calculate the distribution of production along the horizontal section in different periods at the same time. It can provide theoretical foundation of reservoir research engineering and production engineering design for reservoir development with stepped horizontal well in multilayer complex fault block reservoir.


The Jorethang Loop Hydroelectric project (JLHEP) is developed by DANS Energy Private Ltd (DANS Energy) on the Rangit River in the state of Sikkim, India. The Rangit River is a tributary of the Teesta River, which is the main river traversing the state of Sikkim. The project has Generator installed capacity of 96 MW and generates approximately 444.03 GWh (gross) per annum.
The project activity is a hydroelectric project which utilizes the potential energy from a natural height drop of approximately 84m over a 12.8km stretch of the Rangit River. A diversion barrage, 108 m in length and 17m in height has been constructed which created a reservoir of approximately 14.489 ha. The flow is directed from the reservoir, through an intake tunnel on the east bank of the river, into head race tunnel, through a surge shaft and pressure shaft to the powerhouse. The powerhouse is house 2 x 48.75 MW vertical shaft type Francis turbines, that is coupled with synchronous generators of capacity 2 x 48 MW. The flow is discharged via a 40m tail race channel back into the Rangit River. The project components from the head race tunnel to the flow discharge is located underground.
The unit I of 48 MW was commissioned on 26/09/2015 and unit II of 48 MW was commissioned on 01/10/2015.
For more information on this project, please click here.
For more information on the social benefits of the project click here.


Bloodvein First Nation, Manitoba
The Bloodvein Water Treatment Plant and New Lagoon involved the construction of a new addition as well as a renovation to an existing water treatment plant. The treatment system consisted of a membrane filtration system that utilizes ultrafiltration and nano-filtration. In addition to the water treatment plant, upgrades were completed to the raw water intake wet well, community lift station, existing underground utilities, and existing Lagoon. The project also includes the construction of two new SAGR (Submerged Attached Growth Reactor) cells and a new blower building to facilitate the SAGR process.


Neelum-Jhelum Hydropower Plant was to begin in 2002 and to complete in 2008. But, the Construction on the 969 MW project began in 2008 and continuously faced financial problems. Due to this delay Pakistan suffered loss of billions of rupees. The new government in 2013 pledged all financial support to the project and the pace of the work was improved.
The Neelum-Jhelum Hydropower Project is a run of the river electricity generation project in Muzaffarabad, Azad Kashmir. It diverts water from the Neelum River through a tunnel and after producing power in the underground power house, the water is discharged into the Jhelum River. The Neelum-Jhelum Hydropower project has a dam, an underground waterway system consisting of 52 kilometers long tunnels, and an underground powerhouse with four power generating units. The 90% of the project is underground and beneath high mountains, has total installed capacity of 969 MW, and total power generation capacity of 5.15 billion units per year.
Prime Minister Shahid Khaqan Abbasi inaugurated the first unit of Neelum-Jhelum project on April 13, 2018, and on July 10, 2018 the power generation from the plant was increased to 726 MW.


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Feasibility studies for the development of two hydro power stations with a combined capacity of 870MW have been completed by the Zambia Electricity Supply Corporation (ZESCO), local media reports.
Chief engineer in charge of hydrology Romas Kamanga was quoted as saying the two projects were earmarked for construction soon.
The 750MW Kafue Gorge Lower project is expected to cost US$500M while the 120MW Itezhi- Tezhi is expected to cost of US$100M.
News date: 29/06/2006


Zydowo is an 186.2MW hydro power project. It is planned on Radew river/basin in Poland. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently at the under rehabilitation & modernization stage. It will be developed in a single phase. The project construction is likely to commence in 1961 and is expected to enter into commercial operation in 1971. Buy the profile here.
The project is being developed and currently owned by Energa.
Zydowo is a pumped storage project. The net head of the project will be 81m. The project is expected to generate 193 GWh of electricity.
The project construction is expected to commence from 1961. Subsequent to that it will enter into commercial operation by 1971.
CKD Blansko Holding will be the turbine supplier for the hydro power project. The company is expected to provide 1 unit of francis turbine with 61.6MW nameplate capacity.
CKD Blansko Holding will be the turbine supplier for the hydro power project. The company is expected to provide 1 unit of francis turbine with 62MW nameplate capacity.
CKD Blansko Holding will be the turbine supplier for the hydro power project. The company is expected to provide 1 unit of francis turbine with 62.6MW nameplate capacity.
Doosan Skoda Power is expected to supply 1 electric generator for the project.
For more details on Zydowo, buy the profile here.
Energa SA (Energa) is an integrated energy company that generates, distributes and sells electricity, heat, and gas. It produces electricity from coal, hydropower, wind, biomass and photovoltaic sources. The company wholesales and retails power through Energa-Operator SA distributes electricity and carries out distribution operations through other companies in the group. Energa produces and distributes heat; and provides maintenance and repair services for energy production. The company has interests in biomass-fired, PV, wind farms and hydro power plants. Energa is headquartered in Gdansk, Pomeranian, Poland.


21 Jun We have mobilized our project team to V. Rakeedhoo harbor project site on 19th June 2020
Posted at 05:02h in Events, News 0 Comments
We have mobilized our project team to V. Rakeedhoo harbor project site on 19th June 2020. The project which received EIA approval on 26th December 2019 involves the design and build of V. Rakeedhoo harbour.
Among others, project works involve dredging and excavation of 5,645cbm; the construction of a 156m long breakwater; a 164m quay wall, and a 74m revetment. The project also includes the construction of 429sqm of paved area as well as the installation of harbor and navigational lights.
Overall, the project which was awarded on 1st October 2019, is estimated to cost MVR 18.5 million. The project is contracted to be completed on 5th October 2020.
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We are offering here the Hydraulic Oil of various types that is the fluid used to power hydraulic systems in applications as diverse as automobile brakes, garbage truck lifts, and aircraft flight controls. There are many different fluids used for this purpose, including mineral oil, water, synthetic compounds, and water-based mixtures to name a few. The oil is a non-compressible fluid which is used to transfer power between hydraulic machinery and equipment. It is also commonly known as hydraulic fluid. The offered Hydraulic Oil plays a fundamental role in transporting power through a hydraulic system and lubricating system components.


Lake Buntzen is a 72.8MW hydro power project. It is located on Lake Buntzen river/basin in British Columbia, Canada. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in multiple phases. Post completion of construction, the project got commissioned in 1914. Buy the profile here.
The project is currently owned by BC Hydro.
Lake Buntzen (Lake Buntzen 1) consists of 1 unit of francis turbine with 50MW nameplate capacity.
The project got commissioned in 1914.
Lake Buntzen (Lake Buntzen 2) is equipped with Andritz Hydro francis turbines. The phase consists of 3 turbines with 8.9MW nameplate capacity.
Voith Hydro Holding supplied 1 electric generator for the Lake Buntzen (Lake Buntzen 1). The generator capacity is 62.5 MVA.
Andritz Hydro supplied 3 electric generators for the Lake Buntzen (Lake Buntzen 2). The generator capacity is 8.9 MVA.
For more details on Lake Buntzen, buy the profile here.


Odisha Sun Times Bureau
Bhubaneswar, Aug 12:
Water level of all major rivers in Odisha remained stable despite rain in the catchment areas today.
While rainfall in Rushikulya catchments was 21 mm, it was 16.8 mm in Brahmani catchments, 13.7 mm in Bansadhara, 7.9 mm in upper catchments and 9.5 mm in lower catchments of Mahanadi, 8.8 mm in Budhabalanga and 6.7 mm in Subarnarekha catchments.
While water level of Mahanadi was receding at Khairmal and Naraj, it was stable at Tikarpada.
At Nimapara, the water level of Kushabhadra was on the rise.
Though the water level of Brahmani was on the rise at Panposh, it was stable at Rengali, Talcher and Jenapur.
The water level of Subararekha, stable at Jamshedpur and Rajghat, was receding at Jamsolaghat.
On the other hand, there was little change in the water level of Budhabalanga which was rising at Balimundali and NH-5 at Govindpur and stable at Chandanpur and Baripada.
In South Odisha, there was little change in the water level of Bansadhara and Rushikulya rivers
While the water level of Bansadhara was stable at Gudari, Gunupur and Kashinagar, there was rising trend in the water level of Rushikulya at Purusottampur while it was stable at Sorada and Madhabarida.


Crooked River, Culver, Oregon
Deschutes Valley Water District
Construction Materials Testing
In 2018, Deschutes Valley Water District, ODFW, ODOT, BLM, Trout Unlimited, Deschutes Partnership, Energy Trust of Oregon, OWEB and PGE joined forces to break ground on a fish passage project to remove a major barrier to salmon and steelhead at the Opal Springs Dam on the Crooked River. The project objectives were to increase generating capacity and make upstream habitat more accessible and to reintroduce anadromous fish in the Deschutes Basin.
Scope of Work:
The project included raising the existing 175-foot concrete division dam by two feet and constructing an approximate 300-foot-long, concrete cast-in-place fish ladder that required both temporary shoring and engineered excavations. The 30-cubic-feet/second (cfs) vertical slot fish ladder provides downstream passage for smolts through pneumatic crest gates and “smooth” chutes. The 4.3 MW Opal Springs hydroelectric project was originally commissioned in 1985 to generate power for Deschutes Valley Water District’s 4,200 customers in Jefferson County. Raising the water level significantly increased the generating capacity of the dam.
As part of the Opal Springs construction team, Wallace Group provided geotechnical engineering, earthwork, dam crest monitoring, construction materials testing, and special inspection services.
Technical and job-site safety challenges addressed by Wallace Group engineers and geologists included mitigating rock-fall, talus seepage, and slope stability for temporary excavation and H-pile and lagging shoring. The Opal Springs Fish Passage project began reintroducing anadromous fish to the Upper Crooked River Basin in 2019.


Construction Plant and Methods for Flood Control on the Lower Mississippi River and Similar Streams
Headquarters of the Society, 1936 - Flood dams and reservoirs - 65 pages
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State-owned Ghana Water Company Limited (GWCL) has announced a new project to meet the demand for water in the city of Sunyani and parts of the Bono Region, in the mid-south western part of Ghana, reports Afrik 21.
GWCL will invest €133 million in the construction of the new water supply infrastructure. Authorities of the Bono Region are working hand in hand with the Ghana Water Company Limited to increase the supply of drinking water in the area.
The new plan aims to improve the supply of clean water to the population living in the area with the construction of a water intake that will feed a drinking water plant with a capacity of 55,000 m3 per day. The facility will also include two booster stations, 93 km of transmission pipelines, the provision of 10,000 household meters, the construction of laboratories and chemical storage buildings, and the construction of a power line to supply the whole. It will also count with ground-level and elevated tanks with a total capacity of approximately 16,500 m3.
The future facility is expected to be completed by 2025 with financing provided by the central government of Ghana.


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This test is necessary for drainage application. The permeameters can be of parallel flow or radial flow type. In either case, flow occurs along the plane of the permeameters. In the apparatus, flow occurs radially outwards, from a central hole to the periphery of a circular specimen. The In-plane permeability is known as transmissivity which is defined as the volumetric rate of flow per unit width of geotextile and unit hydraulic head.
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ANBT – Bordj Bou Arréridj Chertioua Dam – Algeria - Project Profile
"ANBT – Bordj Bou Arréridj Chertioua Dam – Algeria - 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 "ANBT – Bordj Bou Arréridj Chertioua Dam – Algeria - Project Profile" is part of Timetric's database of 82,000+ construction projects. Our database includes a 10+ year archive of completed projects, full coverage of all global projects with a value greater than $25 million and key contact details for project managers, owners, consultants, contractors and bidders.
Agence Nationale des Barrages et Transferts (ANBT), is planning to construct the Chertioua Dam in Bordj Bou Arréridj the commune of Wilaya, Algeria.
The project involves the construction of a 50.5m height dam with a capacity of 520 million m3 with a storage capacity of 10.4 million m3 of water, widths of 482m with channel 224m, protection walls, water discharge canals and access roads and the installation of dam gates, security systems, lighting systems and power facilities.
LCW Consult SA and Prosistemas have been appointed as study consultants.
In 2009, work on the feasibility study started.
The project involves the construction of a dam with a capacity of 520 million m3 in Bordj Bou Arréridj, Wilaya commune, Algeria.
The US$65 million project includes the following:
1. Construction of a 50.5m-high dam with a capacity of 520 million m3
2. Construction of protection walls
3. Construction of water discharge canals
4. Construction of access roads
5. Installation of dam gates
6. Installation of security systems
7. Installation of lighting systems and power facilitiesReasons To Buy
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Pro Eco High Pressure Pumps
The HPP Series pumps are designed for high efficiency and quiet operation. These pumps can be used for waterfalls, filtration systems, pools and spas. The integrated large basket strainer with see-through cover makes maintenance simple and easy. The self-priming feature makes for simple and easy operation.
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Drainage Channels are provided with advanced surface use. They can prevent overspilland flooding. Also, these are utilized to control the water flow. Also, these are utilized for reducing the stress made on the system. These are known as the advanced channel drainage solutions. Drainage Channels can be used for private driveways. The channels are strong, functional, attractive, and hygienic solutions to floor drainage design.These allow for domestic inpatios, driveways, and gardens.


Regional water situation
Kainuu and Oulu-Koillismaa 19.9.
In the River Oulujoki water system, water levels in lakes are no longer declining due to rainfall last week. Rainfall forecasts for the next few days may increase water levels slightly.
Water levels of regulated lakes are mainly close to their normal September levels. However, for example, the water level of Lake Kiantajärvi remains around 15 cm above the average level of the season. The water level of Lake Oulujärvi is also almost 20 cm higher than its average level in September and is declining, but the water level will remain higher than usual at least until the end of September.
The water levels of the natural lakes in the region are still higher than the normal levels of the season, and their decline has slowed down. For example, the water level of Lake Lammasjärvi in the headwaters of the Sotkamo route is about 40 cm and Lake Lentua about 25 cm higher than average. The water levels will remain high compared to average heights, during the autumn.
In the Kuusamo region, the water levels of Lake Kitkajärvi and Lake Muojärvi are close to their normal September levels. The water level of Lake Muojärvi is slightly above the average level of the season, while the water level of Lake Kitkajärvi is close to the average. Water levels are expected to rise slightly during the remainder of the month due to rainfall.


The GEMÜ 520 actuated globe and control valve is available in smaller nominal sizes DN 32, 40 and 50. GEMÜ 520 is suitable for use as a control valve for steam, air, water and process lines on account of its membrane actuator.
The existing sizes DN 65 – 150 are now extended to smaller nominal sizes DN 32 – 50. New actuator/valve body versions have also been developed to further increase the range of applications. In sizes DN 32 – 65 the valve can now be used with up to 40bar operating pressure with valve bodies in cast steel GP 240 H and stainless steel 1.4408.
Further new options include valves which can be actuated with a considerably reduced control pressure of 1.5 – 4bar, depending on nominal size and operating pressure. The matched GEMÜ range of autoset valve positioners provide complete throttling control via PLC or on-board process controllers.


The 53m deep shaft project involves some of the most complex engineering on the entire project. It will intercept and allow connection of the Fleet outfall at Blackfriars Bridge – one of the most polluting discharge -to the new sewer.
The shaft has been excavated through the main sewer tunnel drive.
Work had to be paused at 25 m deep to allow the tunnel boring machine, Ursula, to pass directly below, before the big dig was resumed.
Once work on the new Combined Sewer Outfall concrete structures is complete the Blackfriars project will provide the biggest piece of new embankment for Londoners.


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The pumps of sanitary design would be used for transfer of milk/ghee/butter having capacities up to 30 KLPH consisting flanged motor of suitable capacity with hygienic sealing arrangement. The pump and drive would be integrated together with a SS shaft and the impeller (SS 304) would be fixed on the same shaft.
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Velebit is a 276MW hydro power project. It is located on Zrmanja river/basin in Zadar, Croatia. The project is currently active. It has been developed in single phase. Post completion of construction, the project got commissioned in 1984.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||276||276||–||Active||Zadar, Croatia|
The project is currently owned by HEP-Proizvodnja.
Velebit is a pumped storage project. The project generated 635.2 GWh of electricity.
The project got commissioned in 1984.
The turbines for the hydro power project have been supplied by Litostroj Power and Voith Hydro Holding.
Koncar – Elektroindustrija supplied 1 electric generator for the project. The generator capacity is 155 MVA.
All power projects included in this report are drawn from GlobalData’s Power Intelligence Center. The information regarding the project parameters is sourced through secondary information sources such as electric utilities, equipment manufacturers, developers, project proponent’s – news, deals and financial reporting, regulatory body, associations, government planning reports and publications. Wherever needed the information is further validated through primary from various stakeholders across the power value chain and professionals from leading players within the power sector.


September 19, 2013- APCO/ArCon is pleased to announce it has been awarded the construction of Task Order No. 294-TO-13-00013- Deir Sharaf Main Pipeline project under USAID Infrastructure Needs Program II (INP-II) at a total construction cost of $6.85 million. This project is located in the north region of the West Bank and designed to serve 8 communities (Al Naqura, Sabastiya, Shavei Shamron, Burqa, Silat Ad Dahir, Al Fondaqumiya, and Bazzariya) the transmission main passes only through two localities (Silat Ad Dahir and Al Fondaqumiya) where the lines were installed by open cut of the asphalt. This project is a major water transmission pipeline, it receive water from the Beit Iba well and provide a direct supply of water to the 8 communities along the pipeline’s alignment. Project is scheduled to be completed in March 2015.


Up to €1 million is to be spent on a new water reservoir and network upgrades for the Outrath area, as part of improvement works to the Kilkenny Regional Water Supply Scheme.
The main elements of the project are the construction of a new 275m3 reservoir adjacent to the existing reservoir in the townland of Outrath, chlorine dosing facilities at the reservoir site and the installation of booster pumps and extension of the water network on the existing reservoir supply line in the townland of Springhill.
The project, which is set to benefit over 2,000 people across Kilkenny, will provide a minimum of 24 hours storage for the area served from Outrath reservoir. It will improve network pressures on the Waterford Road and Bennettsbridge Road in Kilkenny and improve disinfection facilities in the townlands of Wallslough, Furzehouse and Kilferagh.
“Irish Water is committed to providing a high quality and secure water supply for the people of Kilkenny,” said Aisling Buckley, Regional Information Specialist for Irish Water.
“The construction of a new reservoir at Outrath, County Kilkenny as well as the upgrade of water mains and connection services will result in benefits for residents and businesses in the area. This project is one element of the ongoing improvement works to water infrastructure in County Kilkenny. Residents and businesses in the affected areas will be notified ahead of the works commencing and provided with contact details should they have any questions.”
Work on the project started in early August and Irish Water anticipates the reservoir will be fully completed by early next year.


Goldisthal pumped-storage power plant – the largest pumped-storage power plant in Germany
History and characteristics of Goldisthal pumped-storage power plant
Goldisthal Pumped-storage Power Plant is situated in eastern Thuringia (a German state) by the Schwarza River. The power plant was commissioned in 2003/2004 and is one of the largest and most modern power plants of its kind in Europe with a generation capacity of 1,060 MW. It is a cavern power plant. The upper reservoir has a capacity of 12 million m3. The total length of the ring dam of the upper reservoir is 3,370 metres. The length of the two pipelines from the reservoir to the underground power station is more than 800 metres with an elevation difference of 302 metres.
In order to generate electricity, the stations use the surplus of electricity that is generated in lignite power stations during off-peak periods. During these periods, water is pumped through pipelines from a lower to an upper reservoir. In the event of a sudden increase in power demand during peak-load periods, water from the reservoir is led back through the pipelines and propels hydro turbines in the underground power station to generate electricity.


Morocco’s Dams Storage Capacity Reaches 34.2% – Ministry
Rabat – The storage capacity of Moroccan dams on Wednesday reached 5.50 billion m3 (34.2%), the ministry of Equipment and Water has said.
This level is lower than the one reported during the same period in 2021, when stored volumes of water stood at 6.84 billion cubic meters, which corresponds to a storage capacity of 43.9%, the source added.
Al-Wahda dam has recorded a fill rate of 59.2% (2.08 billion m3) against 63.3% in the same period in 2021.
Idriss 1st dam comes second with a storage capacity of 509.7 mln m3 (45.1%) against 706.3 mln m3 (62.5%) in the same period last year.
Oued El Makhazine’s dam ranks third with a fill rate of 67.7% (455.4 mln m3).


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Issued by NWS Oklahoma City, OK
FGUS84 KOUN 040348
NATIONAL WEATHER SERVICE NORMAN OK
1048 PM CDT SUN JUL 3 2016
...A crest near flood stage is forecast for the following locations
along the Little River...
For the Little River near Tecumseh...
* Flood stage is 11.0 feet.
* The latest stage was 5.15 feet at 9 PM Sunday.
* The Little River is forecast to crest near 9.4 feet
early Monday morning.
* Impact...When the Little River reaches 10.0 feet near Tecumseh...
Near bankfull flows occur along the river and downstream of Lake
Thunderbird...from near Macomb in Pottawatomie County to near
Bowlegs in western Seminole County.


Hoover Dam Las Vegas Map
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Tuai is a 60MW hydro power project. It is located on Waikaretaheke river/basin in North Island, New Zealand. The project is currently active. It has been developed in single phase. Post completion of construction, the project got commissioned in 1929.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||60||60||–||Active||North Island, New Zealand|
The project is currently owned by Genesis Energy.
The gross head of the project is 205m. The total number of penstocks, pipes or long channels that carry water down from the hydroelectric reservoir to the turbines inside the actual power station, are 3 in number. The penstock diameter is 2m. The project generated 218 GWh of electricity.
The hydro power project consists of 3 turbines, each with 20MW nameplate capacity.
The project got commissioned in 1929.
All power projects included in this report are drawn from GlobalData’s Power Intelligence Center. The information regarding the project parameters is sourced through secondary information sources such as electric utilities, equipment manufacturers, developers, project proponent’s – news, deals and financial reporting, regulatory body, associations, government planning reports and publications. Wherever needed the information is further validated through primary from various stakeholders across the power value chain and professionals from leading players within the power sector.


Actively regulated landing gears are supplied via a hydraulic pump, which is usually a radial piston pump. This is controlled on the suction side (suction throttle).
ETO has developed 2/2 proportional valves for this which are able to regulate large volume flows precisely.
The ETO valves ensure that regulated pumps provide the appropriate volume flow in every driving situation for the active chassis. This contributes significantly to a reduction in fuel consumption and thus also emissions.


PACO End Suction Single Stage Pump
Advanced features incorporated as standard on PACO end-suction pumps ensure optimum performance and reliability. These features, as well as optional features that meet specialized needs, are available on the broadest line of high-efficiency pumps offered to the industry.
PACO KP/KPV Split Case Pump
The PACO KP/KPV split case pump is a single-stage, non-self-priming, between-bearing, centrifugal volute pump. The axially split design allows easy removal of the top casing and access to the pump components (bearings, wear rings, impeller, and shaft seal) without disturbing the motor or pipework.
The PACO VL/VLS series of Grundfos pumps are part of the SMART family of pump products that are better engineered to increase efficiency and reduce radial loads. SMART pumps are also designed to help reduce operating and maintenance costs.


Elevated Water Tank for Village of Rosedale
Forte and Tablada, Inc. was responsible for the engineering design, topographic survey, and construction observation for the construction of a 250,000-gallon elevated water storage tank. The project also included painting of the tank. This project was funded through the Community Development Block Grant (CDBG) program.
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Price Street Drainage Improvements Forte and Tablada, Inc. provided engineering services for a drainage study of the major drainage watershed in the area. Once the study was completed, construction...
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PESHAWAR – Pakistan Tehreek-e-Insaf (PTI) lead provincial government has initiated 356 small scale hydroelectric projects in Khyber Pakhtunkhwa (KP) in a bid to end energy crisis of militancy hit province.
According to the official sources, PTI government had already identified at least 356 potential sites in whole province with potential of generation electricity utilizing natural flow of water. The total generation capacity of these projects will be around 35 MW.
Moreover, apart from the 356 small scale hydroelectric projects the eight potential medium scale projects are also on pages. The details of the hydroelectric projects and their electricity generating capacity is as under:
- Ranolia Hydro Power Plant in Kohistan (Lower) – 17 MW to be completed by December 2014.
- Machai Canal Hydro Power Plant in Mardan – 2.6 MW to be completed by December 2014.
- Dararkhor Hydro Power Project in Swat – 36 MW to be completed in 2015.
- Matal Tan Gorkand Hydro Power Plant – 84 MW to be started soon.
- Lavi Chitral Hydro Power Plant – 69 MW to be started soon.
- Jagori Hydro Power Plant in Mansehra – 10 MW to be started soon.
- Koto Hydro Power Plant in Lower Dir – 40 MW to be started soon.
- Karora Hydro Power Plant in Shangla – 12 MW to be started soon.
The medium scale projects were initiated in Awami National Party (ANP)’s government. However, 356 small scale projects were identified by PTI government.
The 356 community-based micro hydro power projects were first approved in July 2014 by Directors for Pakhtunkhwa Energy Development Organization (PEDO). The nature of these would be community-based which will be constructed with the help of different NGOs. The total estimated cost of 256 projects is Rs 4.7 billion which will be allocated from Hydel Development Funds (HDF).
These mini stations will be constructed in Abbottabad, Mansehra, Batagram, Tor Ghar, Kohistan, Malakand, Buner, Swat, Shangla, Dir (Upper/Lower) and Chitral having total capacity of 35MW and so far six local NGOs have shown interest to develop these projects.
If completed, these project will make KP almost self sufficient to fulfill its energy requirements.


Optimization and Research on Mixture Ratio of Roller Compacted Concrete for Wanjiakouzi Hydropower Station
ZHOU Ding-pei;Datang Xuanwei Hydropower Development Co.,Ltd.;
Wanjiakouzi hydropower station is located at Wumeng Mountain of Yunnan-Guizhou Plateau,which has complicated hydro-geological conditions.Its dam as the world's highest RCC double-curvature arch dam at present,requires higher RCC performance indexes.The required mixture ratio is determined through mixture ratio design experiment in laboratory,raw material inspection,selection of mixture ratio parameters as well as performance tests and mechanical tests on concrete mixtures,which can be well referenced by similar RCC mixture ratio design.
【CateGory Index】： TV544.921


Sumner DamFormerly the Alamogordo Dam
“Carlsbad Project, New Mexico – The Alamorgordo Dam is being constructed on the Pecos River to supply additional storage for the Carlsbad Project. It is an earth and rock fill type of dam with a maximum height of 135 feet and a volume of 1,700,000 cubic yards. The storage capacity of the reservoir will be 115,000 acre feet. Construction of the dam was started in May 1936 and the river was diverted through the completed outlet outlet tunnel in November. The dam is to be completed by January 1938. Wilfred W. Baker is engineer.”
“Sumner Dam and Lake lie 250 miles north of Carlsbad, 16 miles northwest of Fort Sumner, New Mexico. Previously known as Alamogordo Dam and Reservoir, the location was redesignated in 1974, to help tourists avoid confusing the place with the city of Alamogordo, 150 miles away.”
Western Construction News January 1937 http://www.usbr.gov/projects/pdf.php?id=93
Project originally submitted by Andrew Laverdiere on May 10, 2017.
We welcome contributions of additional information on any New Deal project site.SUBMIT MORE INFORMATION OR PHOTOGRAPHS FOR THIS SITE


The National Development and Reform Commission has recently given approval to the feasibility report on a project in Huaihe River Basin in east China’s Anhui province.
As one of the 38 projects for further controlling the river, the project has been included by the State Council in the list of 150 national major water conservancy projects.
The project will cover nine major flood storage areas along the main stream of the Anhui-section river, including Mengwa, Jiangtang Lake and Shouxi Lake. Cities of Fuyang, Lu’an, Bengbu, Chuzhou and Huainan will be involved.
The project will help improve the flood control system of the basin, raise the safety standards of flood storage areas, and realize the timely, effective and safe opening of those areas.
Local authorities including the Development and Reform Commission of Anhui Province will push ahead with initial designs and relevant approval with the aim of kicking off the project before the end of the year.


In 1958 the WA government decided to put an irrigation scheme on the Ord river. The first stage of the project was completed in 1963. The second stage was construction of the Ord River Dam to provide a major storage reservoir called Lake Argyle, it was officially opened June 1972 and Lake Argyle was filled to storage volume by January 1974.
In 1996, the spillway wall was raised by 6 metres (20 ft), which doubled the dam's capacity. Then the Ord Hydro Pty Ltd constructed a 30 megawatt hydro power station providing a clean and renewable energy source. The station is located at the base of the Ord River Dam. The power station has four turbines and two 15 megawatt generators to produce more that 220 gigawatt hours of electricity per annum. At maximum flood level, Lake Argyle would hold 35,000 gigalitres of water and cover a surface area of 2,072 square kilometres.


The following case study on the three gorges dam illustrates the pros and cons of concrete gravity dam construction and is an excellent complement . Experience the engineering wonder of three gorges dam project, the largest hydroelectric dam in the world completed in 2015, the massive gravity dam sits on the yangtze river and boasts a length of 2,335 m (7,661 ft) although monumental, the project to build this dam was not without controversy . The three gorges dam was a project undertaken by the chinese government as the chinese government obviously did not have the resources available to construct the dam, eg expertise, experience and equipment, the chinese government outsourced to european and american companies. The three gorges dam (tgd) project was long coveted by the chinese government the first intention to build the dam was expressed by sun yat-sen in 1919 in 1954 severe flooding along the river left 30,000 people dead and one million people homeless.
The three gorges dam, two years ago, regulators halted construction at xiluodu because the project lacked a proper environmental impact study but work has quietly resumed in november, crews . Three gorges dam project, yichang: see 513 reviews, articles, and 666 photos of three gorges dam project, ranked no2 on tripadvisor among 50 attractions in yichang. The construction of the metal structures of the three gorges dam is started in a comprehensive way may 1st, 1998 the navigation through the temporary ship lock is begun.
The construction of the three gorges dam on the yangtze river has several positive and negative economic impacts for the three gorges area and for china a cost-benefit analysis was done to determine these impacts. Three gorges dam facts tell use the construction began some 21 years ago and completion was in 2008, though the initial idea for the project came about some 90 years ago it caused 13 million people to lose their homes. Three gorges dam construction facts it is the world’s largest hydroelectric dam in the three gorges dam it is china’s hubei province, the yangtze river, the world’s third tallest tree in the middle of the gorges. Ap when the construction of china's three gorges dam was completed in 2006, most chinese citizens must have hoped it was worth the huge cost: 14 million people had to be relocated from towns .
Exploring chinese history special report about china's grand three gorges dam project the progress of the project is carefully detailed. The three gorges dam project involves harnessing the yangtze river, asia’s longest stretch of water, to generate prodigious amounts of electricity “the three gorges dam plant is the centre of a broad plan for central china’s electricity industry”. The project is china's three gorges dam, and it has already been the subject of great international scrutiny it is being called the largest construction project in china since the great wall.
The impacts of the construction of three gorges dam in china abstract the three gorges dam project in china constitutes one of the greatest water supply projects in the history of humanity - the impacts of the construction of three gorges dam in china introduction. International funding for the three gorges dam project is a major factor in its construction companies and banks from canada, france, germany, switzerland, sweden, and brazil have all played a role in financing the dam. The three gorges dam will be the largest hydropower station and dam in the world, with a 12 mile stretch of concrete and a 370 mile-long reservoir and 525 feet deep this project will cost more than virtually any other single construction project in history.
The three gorges dam spans the yangtze river by the town of sandouping, located in yiling district, construction of the project consists of three stages. The state council three gorges project construction commission (tgpcc) is the top decision-making authority for the three gorges project in the dam site, the .
Perhaps the most grandiose -- and controversial -- effort was the construction of the three gorges dam on the yangtze river in central china's hubei province the enormous project includes a dam for flood control, a giant lock for carrying ships up and down river, and 26 hydroelectric power generators. For great photo galleries of the three gorges dam project including the dam task force, construction at sandouping, the human cost, the environment cost, damblasting, and a history of the yangtze river visit the guardian. Three gorges dam is the short term for the water control project at the three gorges on yangtze river located in sandouping in yichang, hubei, it is the world's largest hydropower project. Until the three gorges dam project got under way, the most ambitious project completed was the gezhouba hydroelectric dam above yichang, which was the first structure to block the flow of the yangtze.


Bureau of Meteorology, Tasmania
Minor Flood Warning for the River Derwent
Issued at 8:56am on Saturday 1 October 2016
Flood Warning Number: 4
Minor flooding has developed in the lower reaches of the River Derwent below Meadowbank Dam during Friday afternoon. Minor flooding may extend into the lower River Derwent around New Norfolk during Saturday morning.
Strong rises have been observed in several tributaries in the Derwent catchment during Friday. Most river levels have peaked and are now easing.
In the 24 hours to 9AM Friday, widespread rainfall totals of 30 to 50mm were reported about the Derwent catchment, with the highest total of 98mm at Interlaken. Rainfall totals of 15 to 25mm have been observed since 9am Friday.
Strong flows will remain a hazard throughout the Derwent catchment for the next few days.
River Derwent above River Ouse:
River rises have been observed in the upper reaches of the River Derwent above the River Ouse during Friday.
River levels throughout the River Ouse are below minor flood levels and easing.
The River Ouse at Ashton peaked at 2.56 metres around 05:30 pm Friday 30 September and is currently at 2.31 metres and falling.
River levels throughout the River Clyde are below minor flood levels and easing.
The River Clyde at Bothwell peaked at 2.68 metres around 03:30 pm Friday 30 September and is currently at 1.86 metres and falling.
River Derwent above Meadowbank Dam:
River rises have occurred in the middle reaches of the River Derwent above Meadowbank Dam during Friday.
River rises have occurred in the Tyenna River during Friday and are now easing.
Minor flooding has eased at the Styx River at Bruces Bridge.
River Derwent below Meadowbank Dam:
Minor flooding is occurring along the River Derwent below Meadowbank Dam.
The River Derwent below Meadowbank Dam peaked at 5.96 metres around 10:55 pm Friday 30 September and is currently at 4.74 metres and steady. The River Derwent below Meadowbank Dam is likely to fall below the minor flood level (4.10 m) during Sunday.
The River Derwent at Macquarie Plains peaked at 3.90 metres around 06:30 am Saturday 01 October and is currently at 3.82 metres and falling.
River Derwent around New Norfolk:
Minor flooding may occur along the River Derwent around New Norfolk.
The River Derwent at New Norfolk is currently at 1.60 metres and steady. The River Derwent at New Norfolk may peak between 1.90 and 2.20 metres Saturday morning.
Flood Safety Advice:
FloodSafe advice is available at www.ses.tas.gov.au
Road closure information is available at www.police.tas.gov.au
For emergency assistance call the SES on telephone number 132 500.
For life threatening situations, call 000 immediately.
The next warning will be issued by 5pm on Saturday 01 October 2016.
Latest River Heights:
|Location||Height of River (m)||Tendency||Date/Time of Observation|
|River Derwent below Lake St Clair||0.96||Steady||08:00 AM SAT 01/10/16|
|River Ouse at Ashton||2.28||Falling||07:00 AM SAT 01/10/16|
|River Ouse at 3B Weir||2.90||Falling||08:00 AM SAT 01/10/16|
|River Clyde at Bothwell||1.82||Falling||08:00 AM SAT 01/10/16|
|River Derwent below Meadowbank Dam||4.74||Falling||08:00 AM SAT 01/10/16|
|River Derwent at Macquarie Plains||3.83||Falling||08:33 AM SAT 01/10/16|
|Tyenna River at Newbury||1.05||Falling||08:15 AM SAT 01/10/16|
|Styx River at Bruces Bridge||1.35||Falling||05:04 AM SAT 01/10/16|
|River Derwent at New Norfolk||1.60||Steady||08:15 AM SAT 01/10/16|
This advice is also available by dialling 1300 659 216. Warning, rainfall and river information are available at www.bom.gov.au/tas/flood. The latest weather forecast is available at www.bom.gov.au/tas/forecasts.


"This industrial-duty Cast Iron Self-Priming Sprinkler Booster Water Pump features a single-phase 115/230V motor and cast iron construction with a stainless steel impeller for strength and durability. Self-Priming Yes, HP 1, Flow GPH 3,480, Suction Port in. 1 1/2, Port Size in. 1 1/2, Discharge Port in. 1 1/2, Max. Suction Lift ft. 20, Volts 115/230, Max. Total Head ft. 105, Max. PSI 46. Buna-N mechanical seal Built-in check valve Removable dual volute design"


Centrifugal Pump PWR-D
The PWR-D BB2 is a radial split between bearings pump offered in either one or two stages. This center line mounted pump has two heads to allow disassembly without disturbing the driver. It is designed for reliable operation in heavy-duty elevated temperature process services.
- Maximum discharge pressure (bar)259
- Max head (m)655
- Max flow (m3/h)3691
- Max. temperature (C)204


The Ashton Plant is located on the Henry’s Fork of the Snake River, approximately 2.5 miles west of Ashton, Idaho. Construction on the project began in 1914 and completed in 1918. It was later purchased and expanded in 1925 by Utah Power & Light Co. (a predecessor company of Rocky Mountain Power).
The project consists of a dam and powerhouse with three generating units. The dam is a rock and earth filled structure, 60 feet tall and 226 feet long, with a 70-foot-wide concrete intake and 82-foot-long spillway. Unit No. 1 is rated at 2.85 megawatts. Units No. 2 and No. 3 are each rated at 2.5 megawatts.
The reconstruction project featured extensive preparatory steps that began in 2010 with the construction of a diversion tunnel around the dam. In 2011 preparation continued with connection of the tunnel to the reservoir and construction of an upstream cofferdam to allow the reservoir to be lowered for removal and replacement of the earthen portion of the dam in 2012.
In 2012, the company replaced and repaired concrete supporting structures on the downstream side of the power house. The last phase of the project included excavation and reconstruction of the earthen and rock-fill portion of the dam and replacement of the dam’s concrete cap.
PacifiCorp worked with federal and state officials and interested stakeholders for a number of years on the reconstuction project.
1218 12th Street
Ogden, UT 84404


Sunday, January 16, 2011
**Flood Warning Issued for Cowlitz River at Kelso
The National Weather Service in Portland has just issued a Flood Warning for the Cowlitz River at Kelso. At noon the river level was 20.4 feet, flood stage is 21.5 feet. The river is expected to rise above flood stage around 7:00 p.m. tonight and should crest near 22 feet on Monday morning. This means flooding of several low-lying roads and the Cowlitz Gardens neighborhood. Be sure to check here for the latest road closures. For information about flood preparedness, click here.


Lemminkäinen to build Norwegian hydropower plants worth EUR 19 million
Finnish construction company Lemminkäinen has signed an agreement worth over 19 million euros with Norwegian power company Småkraft to construct two hydropower plants.
The contract covers the entire construction of the power plants in the Sogn and Fjordane County in Western Norway, including intakes, shafts and tunnels. Work is set to begin this month and is slated for completion in December 2016.
The contract is part of Småkraft’s Fjærland project in which it is developing six small-scale power plants along rivers flowing into the Fjærland fjord.
Lemminkäinen is also set to build tunnel intakes for two additional power plants in the Fjærland project, with their construction measuring some 2.5 kilometres.


EATON WASH SPREADING GROUNDS
Deep & Shallow
No. OF BASINS:
SEASON FIRST USED:
6,600 cfs CFS
Easterly side of Eaton Wash from below Eaton Dam to Foothill Blvd.
SOURCE OF WATER:
Controlled flows from Eaton Wash Dam. Imported water can be spread in strip basins.
* The capacity listed is estimates of infiltration rates.
** Design capacity of main channel.


- Energy & Power
- Construction & Mining
- Buyers' Guide
Nawa Mutumweno guides us through the new infrastructure projects Zambian electricity supplier ZESCO plans to roll out as its attempts to improve the quality of the country's electrical supply and meet the growing demand for power
With increased investment being made in the country's various industrial sectors such as mining, manufacturing, construction and agriculture, ZESCO hopes these power projects will eliminate the rolling blackouts that are hindering both the economy and social development.
Kariba North Bank Extension
Construction is currently underway on this project that plans to extend the existing power station by installing two extra machines of 180MW each and has an estimated value of US$298.4mn.
Installation of hydromechanical equipment is in progress, as well as construction of 330/132/33kV substation and a 330kV line. The project is expected to be completed by the end of 2014.
Kafue Gorge Lower
The estimated cost for this project is US$1.9mn. The scope of the project involves the construction of a 750MW hydropower plant, water ways and a high-voltage switchyard. The project is expected to be completed by 2018.
Itezhi Tezhi Power Project
The estimated cost of this project is $US2.9mn. The scope of the project involves the construction of a new 120MW plant at Itezhi Tezhi and the upgrade of dam facilities and capacity. The infrastructure has already been completed while the surface excavation around the power house area is in progress. It is expected to be completed by 2015.
Upgrading of Lunzua Power Station
The scope of this project includes the installation of two generation machines of 7.2MW each, thereby increasing the capacity from 0.75MW to 14.8MW. It will also include the construction of a switch yard, power house and staff houses.
Set to cost an estimated US$50.4mn, the benefit of this project is that it will improve the voltage profile to improve the quality of supply to northern parts of the country, as well as boost tourism and other economic sectors. This project has been scheduled to be completed by September 2014.
Shiwang’andu Mini Hydropower Project
The estimated cost of this project is US$4.1mn and involves the construction of 1MW mini hydropower station with associated water ways. The power station is complete and is scheduled for commissioning in December 2012. This project will positively impact on the economic development of Shiwang’andu and surrounding areas in Chinsali District of Muchinga Province.
The estimated cost of this project is US$159.2mn. The scope of this project will include the construction of a new 84.4MW power plant and the refurbishment of reservoirs and water ways to serve the new higher capacity. The existing power plant of 12MW will be decommissioned with the project coming on stream in 2016.
Rehabilitation and Upgrading of Chishimba Falls Power Station
The value of this project is estimated at US$45.6mn. The scope of this project includes rehabilitating and extending of the existing plant from 6MW to 14.8MW by installing two new machines of 5MW each, with completion scheduled for completion by 2014.
Rehabilitation and Upgrading of Musonda Falls Power Station
The estimated cost of this project is 349.4mn. The scope of this project includes rehabilitating and upgrading of the existing plant from 5MW to 10MW by installing a new machine of 4.2MW in addition to the 5.8MW uprated machines. The project is scheduled for completion by 2014.
Development of Batoka Gorge Power Station
This project is estimated to cost more than US$3.8bn. This will be a joint-venture project between Zambia and Zimbabwe. The scope of work would include developing a 1,600MW power station and a dam to be shared by the two countries. Each side would generate 800MW of power.
Major Transmission projects in progress include the Pensulo-Kasama 330kV; Pensulo- Msoro-Chipata 330Kv; Kariba North Bank Power Extension Evacuation; Connection of Luangwa to the National Grid; Kafue-Muzuma-Livingstone 220kV; and the ZIZABONA Interconnector.
The Kariba North Bank Power Extension Evacuation Project is estimated at US$4.1bn. The scope includes construction of 135km 330kV transmission line from Kariba North Bank Power Station to Kafue West Substation. The benefits of this project include evacuation of power from Kariba North Bank Extension Power Station. It is scheduled for completion in 2013.
Of international importance is the ZIZABONA Interconnector Project which is estimated at US$22.3bn. The scope of this project includes construction of a new interconnector between Zimbabwe, Zambia, Botswana and Namibia and is sponsored by the national utilities of these countries. It will facilitate increased regional power trade and evacuation of power from Zambia’s new generation projects to the Southern Africa Power Pool (SAPP). It will be wrapped up in 2015.
Phase Two Fibrecom Project
The second phase of the Fibre Communications network costing US$55mn has also been completed after ZESCO contracted ZTE Corporation of China to connect the Western, Luapula, Northern and Eastern provincial centres to the optic cable.
The power utility company indicated that this development has added value to ZESCO’s service delivery and has provided broadband communications for use by the business community including banks, schools, government institutions and the general public.
The network is expected to transmit high-speed telecommunications traffic to and from neighbouring countries including Tanzania, Namibia, Botswana, Zimbabwe, Malawi and Mozambique.