The Zimbabwe National Water Authority plans to set up mini-hydro power plants at 18 selected dam sites across the country as it seeks to compliment Government’s efforts to improve the current power situation.
The water authority will enter into joint venture agreements with private players in coming up with feasibility studies, design and maintenance of the mini-hydro power plants.
This initiative is part of Government’s efforts to avert power outages which were worsened by significant reduction in generation capacity at the country’s two main power stations.
Low water levels at Kariba Hydro Power station last year saw capacity dropping from 730MW to 490 MW while production at Hwange Thermal Power Station, the largest in the country also declined due to recurrent break downs.
“Zinwa wishes to enter into a joint venture with selected registered companies in the design, and installation of mini-hydro power stations for the feasibility study, design,engineering,manufacture,quality assurance testing,supply,transportation to site, installation, testing, commissioning, operation and maintenance of mini-hydro power plants at 18 selected dam sites,” said Zinwa in a statement.
“The power generated from the selected sites is a cleaner renewable energy source that can be used as an alternative power source and supplementary power requirement for the operation of Zinwa dams.”
This initiative by Zinwa will also enhance power supply to areas that at present do not have power supply and to reduce dependency on imported power and fuels.
Government through Zinwa has already mooted the construction of a 15 megawatt mini-hydro power station at Tokwe Mukosi dam which is expected to cost $25 million.
The Infrastructure Development Bank of Zimbabwe is expected to raise about $7 million for the excavation works to be carried out before an investor could chip in with funding for the set up of the power station.
Tokwe Mukorsi dam construction has since been completed leaving room for Zinwa and IDBZ to start preliminary works on the mini-hydro power plant set for the inland dam.


DASU: Prime Minister Imran Khan on Friday said the construction of water reservoirs in the country was vital to meet the impending challenges of water shortage and power generation.
In his interaction with the workers including foreign engineers during his visit to the construction site of Dasu Dam, the prime minister expressed satisfaction over the pace of ongoing work and lauded their efforts towards completion of project.
The prime minister said completion of Dasu Dam would ensure cheap and clean electricity and would ease the burden on consumers.
Imran Khan said the project would usher in a new era of socio-economic development in the country. The Phase I of Dasu Dam will complete in 2025 and start supplying 2160 MW to the national grid.
After the completion of Phase II in 2029, the capacity of the dam will be increased to 4320 MW. Under Prime Minister Imran Khan’s vision of power sector reform and better use of the country’s water resources, the work at the Dasu Dam has been enhanced.
The purchase of land for the dam has been finalized and the construction of dam is continuing in compliance with the SOPs despite the coronavirus situation.


- Flood Warning issued May 23 at 9:33PM CDT until May 25 at 11:30AM CDT by NWS
- Effective: 9:33 p.m. on Tuesday, May 23, 2017
- Expires: 11:30 a.m. on Thursday, May 25, 2017
...The Flood Warning continues for the following rivers in Kansas...
Missouri River at St Joseph affecting Doniphan...Andrew and Buchanan
Missouri River at Sibley affecting Clay...Jackson and Ray Counties.
Missouri River at Napoleon affecting Jackson...Lafayette and Ray
Missouri River at Waverly affecting Carroll...Lafayette and Saline
Missouri River At Miami affecting Carroll...Chariton and Saline
Missouri River at Glasgow affecting Chariton...Howard and Saline
Missouri River at Boonville affecting Cooper and Howard Counties.
The Flood Warning continues for
The Missouri River at Boonville.
* until late Wednesday morning.
* At 8:30 PM Tuesday the stage was 21.7 feet.
* Flood stage is 21.0 feet.
* Minor flooding is occurring and Minor flooding is forecast.
* Forecast...The river will continue to fall to below flood stage by
late Wednesday morning.
* At 21.0 feet...Low-lying rural areas along the river flood.
Location FS Stage Day/Time Forecast
Boonville 21 21.7 Tue 08 PM 21.6 early Wednesday
- See more at NOAA


In all, SWS operates fifty-one Terminal Pumping Stations in Emirate of Abu Dhabi.
There are 15 Terminal Pumping Stations in Al Dhafra region, and all those terminal pumping stations are below the 10 hours operations daily. There are 36 Pumping Stations in total at Al Ain City.
SWS undertakes through the Operation and Maintenance Programme a regular testing for salinity across the network of pumping stations, resultantly the identification of facilities that show high levels of Salinity, which are further investigated as part of SWS ongoing Asset Enhancement and Sewer Rehabilitation Contracts.
Moreover, SWS has conducted hydraulic assessment of the existing collection system for Abu Dhabi Island, Abu Dhabi Mainland, Al Ain City and some cities at Al Dhafra region. The developed hydraulic model includes around 22 pumping stations for Abu Dhabi Island, 69 pumping stations for Abu Dhabi Mainland and 14 pumping stations in Al Ain city. Pumping Station physical data is collected from the as built drawings and the dynamic data including flows are collected from SCADA both data are used in the new hydraulic system for system calibration.


$1 million has been allocated for Council's drainage projects.
This includes underground drainage systems, open (surface) drains, cross road culverts (minor culverts) and storm water retention basins (wetlands, retardation basins and dams).
- $450,000 on open drain cleaning and roadside works.
- $400,000 on pit, pipe and culvert replacements.
- $100,000 on dam safety and wetland establishment works.


The new Holden Reservoir pipeline will be approximately three kilometers long and will travel along the center road reserve of Melton Highway, westbound from Antionetta Way in Hillside and across to the north side of Sanctuary Road.
This 12-month project will see CRE Civil Group supplying plant/equipment and labour for the delivery of this project.
This project is the first phase of a three-part overarching project. In the future, Melbourne Water will be constructing a new reservoir on vacant land on the north side of Melton Highway called the Holden Reservoir.
This new pipeline will feed water into the reservoir from the Greenvale -Sydenham water transfer system. Finally, an outlet pipeline will be built.


Hydraulic Pressure Converter HPC
The HPC (Hydraulic Pressure Converter) is an electrohydraulic pressure-regulating control valve designed for use in positioning single-acting steam turbine valve servos. The HPC has been specially designed with extra attention to accuracy, response, resolution and is ideal for both inlet.
“Proportional” current (4 ... 20 mA) to hydraulic pressure converter (e.g. 100 ... 500 kPa) for turbine applications that require precise hydraulic pressure control for servo valve positioning. Applications are steam turbine generators like back pressure turbines and condensing turbines.
The reliable robust design of the HPC with its IP66 corrosion-resistant housing, super strong rotary actuator driving our linear pilot valve makes it ideal for the most challenging of applications where dirty or contaminated
oil may be present.
- Precise hydraulic pressure control
- Reliable robust design
- Applicable for hazardous location applications
- Stable and accurate valve/servo control
- Optimum positioning “linearisation map”
- Redundant control pressure sensors for superior reliability
- Adjustable dither function
- Oil contamination resistant
- User-friendly PC tune software tool


Bulgaria’s launching two new hydroelectric projects
Bulgaria is re-launching to joint hydroelectric projects with Romania on the Danube river вЂ“ вЂNikopol вЂ“ Turnu Magurele’ and вЂSilistra вЂ“ Calarasi’. The Energy and Economy Minister Petar Dimitrov has been determined to coordinate and govern them.
The вЂNikopol вЂ“ Turnu Magurele’ project envisages the construction of a dam near the Bulgarian town Nikopol and only 7km away from Belene, where Bulgaria’s second nuclear power plant’s construction is going according to schedule. Its goal will be to improve the navigation of the river and take advantage of its hydroelectric potential. The dam will be about 16m wide and will allow the construction of a highway and a railroad connecting Bulgaria and Romania. It will give both countries electricity production of 440MW which will produce about 2200GW/h of electricity per year.
The вЂSilistra вЂ“ Calarasi’ project will be similar but smaller. The dam will be constructed near the Bulgarian town Silistra and will have capacity of 265MW and production of 1642GW/h electricity per year.


Comprehensive engineering services for an extensive hydro power plant modernization in Switzerland
Description of project:
The Küblis power plant was implemented in 1921-29 to supply power to the regional railways. The powerhouse was subjected to an extensive modernization, including civil works on the powerhouse structure and replacement of the electro-mechanical equipment. The hydropower plant has a new installed power of 2 x 22.8 MW. The following new equipment has been installed: 2 horizontal twin Pelton turbines with generators; 4 main inlet valves; 2 transformers; medium voltage switchgear; new power supply for the plant including standby set; control equipment.
Evaluation of the structural conditions of the powerhouse building; optimization study of number and size of generating units; tender design, tender preparation and evaluation; construction design of main generating equipment; construction supervision; testing and commissioning.


The Seyhan Dam is a hydroelectric dam on the Seyhan River north of Adana, Turkey
The dam was built in the 1950s as the first in a series of hydroelectric projects funded by the World Bank. The construction project was authorized by Prime Minister Adnan Menderes. The project manager was Süleyman Demirel. Later prime minister and 9th president of Turkey.


The Kalivac project is an example of gravity dam design
, located in the homonymous Albanian locality foreste the realization of a 107 MW hydroelectric plant.
The gravity-type dam in concrete blocks is 80m high and has a 375m crest length. The resulting reservoir has a total volume of 350 Mm3.
The use of a steel sheet pile cellular cofferdam was conceived for the construction phase as well as the temporary diversion of the river.
The spillway, that was dimensioned for a design flow of 5090 m3/s, consists of 15 flap gates and one ski-jump dissipater. The project also foresees two bottom outlets, two intake works for a maximum intercepted flow of 285 m3/s. The open-air powerhouse is equipped with two Kaplan turbines and one Francis turbine.
In addition to the geotechnical investigations and surveys, Studio Pietrangeli also revised the preliminary design, drew up the final design and executive design of the civil works (dam and powerhouse).


HPPCL – Kashang Hydroelectric Power Plant 243 MW – Himachal Pradesh - Project Profile
"HPPCL – Kashang Hydroelectric Power Plant 243 MW – Himachal Pradesh - 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 "HPPCL – Kashang Hydroelectric Power Plant 243 MW – Himachal Pradesh - 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.
Himachal Pradesh Power Corporation Ltd (HPPCL) is undertaking the Kashang hydroelectric power plant project in Himachal Pradesh, India.
The project involves the construction of an integrated hydroelectric power plant with a capacity of 243MW. The project will be executed in four stages.
The first three stages will have the capacity of 195MW coming from three Pelton turbines of 65MW each. The fourth stage will have the capacity of 48MW.
The project includes the construction of a powerhouse and sub-stations and other related facilities, and the installation of turbines, transformers and generators.
The first stage of 65MW is comprising a diversion of the Kashang stream at El.2829m to an underground powerhouse located on the right bank of Satluj near Powari Village, developing a head of approximately 830m.
The second and third stages of 130MW are comprising a diversion of the Kerang stream, at El. 2872m into an underground water conductor system leading to upstream end of first stage water conductor system, augmenting the generating capacity of first stage powerhouse, using Kerang waters over the 820m head available in the first stage powerhouse.
The fourth stage of 48MW is more or less independent scheme harnessing the power potential of Kerang stream upstream of the diversion site of second stage. In this scheme, a head of approximately 300m could be utilized to develop power in an underground powerhouse located on the right bank of Kerang stream.
Hindustan Construction Company Limited, Patel Engineering and Andritz Hydro Private Ltd. have been appointed as the construction contractor for the first, second and third stage of the project, respectively.
Asian Development Bank (ADB) is providing the funds required for the construction of second and third stage.
Lahmeyer International (India) Pvt. Ltd has been appointed lead consultant in association with Lahmeyer International GmbH, Germany (Associated Consultant) as the Project Implementation Consultant for first, second and third stages of the project.
Startech Labs Pvt. Ltd has been appointed as environment consultant.
In May 2016, construction work on the first phase completed.
On August 18, 2016, HPPCL issued tender for the repair and maintenance works for the first three stages of the project with a submission deadline on September 30, 2016.
As of December 2016, construction works on second and third stage were completed and planning activities on the fourth stage are underway.
The project involves the construction of integrated hydroelectric power plant with a capacity of 243MW in Kinnaur District of Himachal Pradesh, India.
The US$250 million project includes the following:
1. Construction of a 65MW integrated hydroelectric power plant in the first stage
2. Construction of a 65MW integrated hydroelectric power plant in the second stage
3. Construction of a 65MW integrated hydroelectric power plant in the third stage
4. Construction of a 48MW integrated hydroelectric power plant in the fourth stage
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AT-KABUL: The Ministry of Finance has said that the construction work on second phase of Kajaki dam in southern Helmand province will be kicked off soon.
“With inauguration of the second phase of the Kajaki Dam, the capacity of this section will increase from 51 to 151 megawatts of electricity. The government carries out its contract according to the public-private partnership law, and its procurement process will begin soon,” Finance Ministry Spokesman, Ajmal Hameed Abdul Rahimzai said.
The project will cost about $175 million and will be completed within next two years. “Construction of the dam would provide electricity to a large proportion in southwestern zone of the country,” Rahimzai added.
The dam’s second phase is expected to be built by a Turkish construction company, following the government’s signed contract with the firm last year.


- Flood Warning issued May 11 at 9:29PM CDT until May 16 at 1:00PM CDT by NWS
- Effective: 9:29 p.m. on Wednesday, May 11, 2016
- Expires: 1 p.m. on Monday, May 16, 2016
...The Flood Warning continues for the following rivers in Kansas...
Missouri River at St Joseph affecting Doniphan...Andrew and Buchanan
Missouri River at Atchison affecting Atchison...Buchanan and Platte
Missouri River at Sibley affecting Clay...Jackson and Ray Counties.
Missouri River at Napoleon affecting Jackson...Lafayette and Ray
Missouri River at Waverly affecting Carroll...Lafayette and Saline
Missouri River At Miami affecting Carroll...Chariton and Saline
Missouri River at Glasgow affecting Chariton...Howard and Saline
...The Flood Warning continues for the following rivers in
Missouri River at Boonville affecting Cooper and Howard Counties.
The Flood Warning continues for
The Missouri River at Boonville.
* from Saturday afternoon to Monday afternoon.
* At 8:30 PM Wednesday the stage was 17.6 feet.
* Flood stage is 21.0 feet.
* Minor flooding is forecast.
* Forecast...Rise above flood stage by early Saturday afternoon and
continue to rise to near 21.1 feet by Saturday evening. The river
will fall below flood stage by early Sunday afternoon.
* At 21.0 feet...Low-lying rural areas along the river flood.
Location FS Stage Day/Time Forecast
Boonville 21 17.6 Wed 08 PM 21.1 Saturday evening
- See more at NOAA


PhD Oral Exam - Warda Ahmed, Civil Engineering
Characteristics of siphon flow under submerged discharge conditions
This event is free
School of Graduate Studies
When studying for a doctoral degree (PhD), candidates submit a thesis that provides a critical review of the current state of knowledge of the thesis subject as well as the student’s own contributions to the subject. The distinguishing criterion of doctoral graduate research is a significant and original contribution to knowledge.
Once accepted, the candidate presents the thesis orally. This oral exam is open to the public.
Water reservoirs serve such essential purposes as water supply, irrigation, and hydroelectric power developments. Their effective and safe operations need reliable hydraulic structures for flow control. Siphon spillways are a flow control structure, with two main advantages: 1) no moving parts required and thus less susceptible to breakdown; 2) the ability to pass full discharge with a minimal increase of reservoir water level. The second advantage makes it easier to maintain target water levels as water resources while to ensure safe operations. The design of a siphon spillway uses one discharge head only, termed the design head, which is derived from statistical analysis of hydrological data for the reservoir region. However, under climate change, most existing siphons have been or are expected to be subject to actual discharge heads larger than their design heads. In other words, climate change results in submerged exit condition for siphon flow.
Previous studies of siphons focus on their hydraulic performance under free discharge condition. How submergence affects the flow is a question, not addressed previously. The flow over the crest of a siphon is highly curved. It is a challenge to deal with the curved boundary surface of the crest in siphon analysis. Streamline curvatures, three-dimensional vorticities and other subtle characteristics of the velocity and pressure fields remain to be discovered. Existing studies limit to a qualitative description of siphon flow and oversimplify flow mechanisms. The purpose of this research is to improve our understanding of siphon flow characteristics in a range of submerged exit conditions; to reveal any changes in the hydraulic performance of siphons, compared to free discharge conditions; and ultimately to contribute to an improved design of siphons.
This research took the approach of combining laboratory experiments with mathematical modelling. The experiments used a scaled model siphon. It was fabricated and tested in the Hydraulics Laboratory at Concordia University. A series of experiments were conducted to determine the discharge coefficient in a range of flow rates. A three-dimensional computational fluid dynamics (CFD) model was established for predicting the velocity and pressure fields as well as turbulence quantities. The CFD model used mesh refinement for regions close to solid boundaries and computed two-phase flow. The free surface of reservoir was tracked using the volume-of-fluid (VOF) method. Turbulence closure was obtained using the RNG k‐ε model.
The CFD model predicted detailed distributions of the flow field, including curvilinear flow features in the crest region. The flow characteristics corresponded to various conditions of submergence at the downstream exit of the siphon conduit, and included primary flow velocity, secondary flow velocity, turbulence kinetic energy, and pressure. The predicted discharge coefficient compared well with experimental data. The predicted mean-flow velocities were validated using estimates from the potential flow theory.
The experimental and computational results lead to the following findings: 1) The flow in the upstream reservoir is relatively uniform, with smooth movement toward the siphon entrance. At the entrance, the flow contracts, causing the pressure to drop below the hydrostatic pressure level in the upper corner of the entrance. Under the impact of centrifugal forces, the flow at the crest is forced to move in the extrados direction, causing secondary flow and an increased velocity above the crest. 2) The velocity rapidly increases near the crest and reaches the maximum at a very small height from the crest surface. In the zone above the boundary layer, the velocity decreases gradually before it starts to rapidly decrease near the crown surface. 3) Flow separation occurs just a short distance downstream of the crest. Eddies start to form on the crest and develop along the lower leg of the siphon. Further downstream, the flow contracts by a deflector, creating flow separation on the downstream side. 4) The pressures differ along the siphon conduit, with negative values in the crest region. The pressure decrease is proportional to the increase of velocity. Negative pressures at the crest surface may drop to water vapour pressure at the prototype scale. 5) The discharge coefficient is a parameter of practical importance. It allows one-to-one determination of siphon discharge from the head which is simple to measure. Values of the discharge coefficient range from 0.62 to 0.67 under submerged exit conditions. These values are larger than those under free discharge conditions.
This study has contributed to a better understanding of flow behaviours in a region bounded by curved boundaries. The CFD modelling strategies discussed in this research can be applied to analyse complex flows in similar hydraulic structures. The pressure data reported can possibly be used to access risks of cavitation in siphon spillways. In conclusion, the siphon flow is a complex flow, with curvatures, three dimensionality and turbulence. Through laboratory experiments and mathematical modelling, this research sheds lights on the flow characteristics such as discharge performance, velocity distribution, and pressure distribution.


APRILIA RS4 125 17
For the new “light” Aprilia sport bike developed specific products to improve performance and setup.
Multiadjustable hydraulic rear shocks type M46KD & M46KF, equipped with Standard or Hydraulic spring preload.
Multiadjustable hydraulic fork cartridge kit type F12S and the top racing level F25SA.
Dedicated setting and spring rates, based on the driver weight, are also available.


A soil-water balance model (SWB) was developed to estimate potential recharge and surface runoff for portions of the Cannon River drainage basin, southeast Minnesota, for the period 1995 through 2010. The model was used in the creation of Cannon River streamflow distribution maps, as part of the associated report, U.S. Geological Survey Scientific Investigations Map 2017-3390 (http://dx.doi.org/10.3133/SIM20173390). This SWB model was calibrated using three independent hydrograph separation models: PART, Hysep-fixed, and Hysep-sliding method. The basic framework for this model was the statewide Minnesota SWB potential recharge model, described, calibrated, and documented as part of U.S. Geological Survey Scientific Investigations Report 2015-5038 (http://dx.doi.org/10.3133/sir20155038). Daymet (version 2) daily surface weather data necessary for running this SWB model, including "prcp", "tmax", and "tmin", can be downloaded from this SWB model archive. Alternatively, the Daymet v2 are available upon request through the following link: https://doi.org/10.3334/ORNLDAAC/1219.
|Title||Soil-Water-Balance model data sets for the Cannon River drainage basin, southeast Minnesota, 1995-2010|
|Authors||Erik A Smith|
|Product Type||Data Release|
|Record Source||USGS Digital Object Identifier Catalog|
|USGS Organization||Upper Midwest Water Science Center|
Streamflow distribution maps for the Cannon River drainage basin, southeast Minnesota, and the St. Louis River drainage basin, northeast Minnesota
Erik Smith, Ph.D.
Streamflow distribution maps for the Cannon River drainage basin, southeast Minnesota, and the St. Louis River drainage basin, northeast MinnesotaStreamflow distribution maps for the Cannon River and St. Louis River drainage basins were developed by the U.S. Geological Survey, in cooperation with the Legislative-Citizen Commission on Minnesota Resources, to illustrate relative and cumulative streamflow distributions. The Cannon River was selected to provide baseline data to assess the effects of potential surficial sand mining, and the St.
Erik Smith, Ph.D.


Kembs is a 162MW hydro power project. It is located on Rhin river/basin in Grand Est, France. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently active. It has been developed in a single phase. The project construction commenced in 1928 and subsequently entered into commercial operation in 1932. Buy the profile here.
The project is currently owned by Electricite de France with a stake of 100%.
Kembs is a run-of-river project. Kembs underwent through rehabilitation & modernization during 1996-1999. The project generated 900 GWh of electricity.
The project construction commenced in 1928 and subsequently entered into commercial operation in 1932.
GE Renewable Energy was selected as the turbine supplier for the hydro power project. The hydro power project consists of 6 turbines.
GE Renewable Energy supplied 6 electric generators for the project. The generator capacity is 31 MVA.
For more details on Kembs, buy the profile here.


An Experimental Study for Horizontal Well Flow under the Influence of the Inflow Through Perforation
ZHOU Sheng tian, Zhang Qi, Li Ming zhong, Wang Wei yang (University of Petroleum, Shandong Dongying 257061)
Experimental simulation system is employed to investigate the variable mass flow in perforation completed horizontal wellbore. Experimental data show that inflow through perforation has a great effect on the flow resistance in the horizontal wellbore. It is found by analysis that the flow resistance in the horizontal wellbore is made of three parts: wall friction loss, acceleration loss and mixture loss, and the mixture loss is mainly influenced by main flow velocity and perforation flow velocity. In fact, for constant main flow velocity,the mixture loss increases with the increasing of perforation flow velocity, and for constant perforation flow velocity, the mixture loss will also increase with the increasing of the main flow velocity.


Elephant Butte Dam Gate Hoist Replacement
This $2M project includes rehabilitating six 5’x4’ high pressure slide gates and installing new gate hoists, hydraulic controls, and lifting equipment. Work also included installing new hydraulic piping from both the HPU and emergency accumulators to the gate cylinders. In addition, we abrasive blasted and recoated the linings of the penstocks located downstream of the gates.
- September, 2016
- March, 2018
- Bureau of Reclamation
- Elephant Butte Dam, New Mexico


Payment & Shipping Terms:
|Max Linepull:||300KN||Continous Line:||250KN|
|Max Suitable Steelrope Diameter:||38mm|
hydraulic pulling machine,
conductor stringing equipment
Stringing equipment Hydraulic Puller SA-YQ300 for high tension line
Hydraulic puller is used for power construction, main components of products using international brand-name manufacturers, hydraulic components used in traction power system... Or Cummins DEUTZ products. The main performance is: the main circuit for the hydraulic closed circuit for traction speed stepless adjustment, overload protection of traction machine constant tension control, which is arranged on the drum between the speed reducer, the reducer input shaft is connected with the main motor, main motor reducer is arranged between the brake; the output shaft of the speed reducer is provided with a connection the reel driving device; the bracket is also provided with an inverter control cabinet; a photoelectric pulse encoder on the shaft of the main motor; speed detection terminal of photoelectric encoder and frequency converter is connected with the control terminal of the frequency converter is connected with the motor.
Hydraulic Power Puller SA-YQ300 Hydraulic Cable Puller is applicable to release wire, ground wire, cable in transmission line project.
1. infinitely variable speed and linepull control ,the pull in the rope can be read on the line pull gauge .
2. the max pull for conductor stringing operation can preset ,automatic overpull protection system .
3. spring applied hydraulic released brake acts automatically in case of hydraulic failure to ensure safety .
4. hydraulic pullrope pinch device,convenient for replacing reel.
5. attached reel winder with automatically level wind .load and unload conveniently.
Main component :
1.Engine:Cummins(USA) water cooled diesel engine.
2.Main variable displacement pump, main motor:Rexroth(BOSCH)
4.main hydraulic valves:Rexroth(BOSCH)
7.Mating with model GSP1900 drum
|Maximum linepull (kN)||300|
|Continuous linepull (kN||250|
|Maximum linespeed (km/h)||5|
|Bullwheel bottom of groove diameter(mm)||Φ960|
|Bullwheel grooves number||7|
|Maximum suitable steelrope diameter (mm)||Φ38|
|Maximum through connector diameter (mm)||Φ95|
|Engine power /speed (kW/rpm)||298/2100|
Contact Person: Andy


Little unit of automatic pressure for domestic service
- Silent pressure boosters of automatic control suitable for domestic use like housing water supply, sprinkler irrigation, etc.
- Our pressure boosters are composed by one ''hasa'' electro-pump with horizontal shaft and one or more impeller and a control system installed directly in the electro-pump outlet.
- The choice of the right electro-pump depends on the flow and pressure necessary for the installation, which are specified in the characteristics grid.
- The control system installed depends on the needs of each application (fixed start pressure, adjustable pressure with accumulator, constant pressure independent from the requested flow, etc.)


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China will finance the construction of Cote d’Ivoire’s biggest electricity generating plant in the country’s south-western region.
Cote d’Ivoire’s Prime Minister Daniel Kablan Duncan and the Chinese ambassador to Cote d’Ivoire Zhang Guoqing signed a loan agreement for the construction of the Soubre hydroelectric dam on wednesday.
The Export-Import Bank of China will disburse a loan of about $500 million for the completion of the project which is expected to cost a total of $600 million.
With the capacity to generate 270 megawatts, the Soubre hydroelectric dam will be Cote d’Ivoire’s biggest power generator for the country.
“The project will be funded up to 85 per cent by China and the remaining 15 per cent will be mobilized by Cote d’Ivoire,” Kablan Duncan said.
The Chinese ambassador said the loan given to Cote d’Ivoire by his country was the biggest in the last 30 years.
He urged all stakeholders to ensure that the Soubre dam project is completed on time.
The launch of the dam’s construction work is scheduled to take place in February.
After meeting on Tuesday with the Cote d’Ivoire President Alassane Ouattara, Daniel Kablan revealed that his government intends to construct a series of dams to reinforce the Cote d’Ivoire’s energy generation capacity.


Lunsemfwa Lower is a 255MW hydro power project. It is planned on Lunsemfwa and Mkushi river/basin in Central, Zambia. The project is currently in permitting stage. It will be developed in single phase. The project construction is likely to commence in 2023 and is expected to enter into commercial operation in 2026.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||255||–||255||Permitting||Central, Zambia||Eleqtra; Lunsemfwa hydro power|
The project is being developed by Eleqtra and Lunsemfwa hydro power. The project is currently owned by Lunsemfwa hydro power.
Lunsemfwa Lower is a run-of-river project. The gross head of the project will be 488m. 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, is expected to be 3 in number. The penstock length will be 1,000m. The penstock diameter will be 2.2m. The project is expected to generate 1,630 GWh of electricity. The project cost is expected to be around $300m.
The hydro power project consists of 3 turbines, each with 85MW nameplate capacity.
The project construction is expected to commence from 2023. Subsequent to that it will enter into commercial operation by 2026.
Eleqtra Ltd (Eleqtra), formerly Eleqtra (Infraco) Limited, is a project development and investment firm. The company’s service offerings include construction, project or plant development, equity investments, operations and portfolio management. Eleqtra invests in infrastructure projects focused on power and energy; agriculture, water, sewage, and transportation sectors. Infraco’s projects comprise Mwambwa Hydropower and Solar PV; Pavua Hydropower, Chiansi Irrigation Infrastructure, Lake Albert Infrastructure Services and Kalangala Infrastructure. The company’s projects are located in Cape Verde, Ghana, Kenya, Mozambique, Senegal, South Africa, Uganda, and Zambia. Eleqtra is headquartered in London, Greater London, the UK.
About Lunsemfwa hydro power
Lunsemfwa hydro power company is an independent power producer. The company manage an installed capacity of 40 megawatts. It is headquartered in Zambia.
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.


Franklin Electric’s new AG Series cast iron centrifugal pumps excel in challenging water transfer applications. The standard JM and JP motor frames and a stainless steel shaft sleeve prolong pump life. Models range from 3 to 75 horsepower with 50 through 1,000 gpm flow ratings and a maximum shut-off pressure of over 175 psi. Updated hydraulic design offers improved energy efficiency while standardized mounting dimensions and plumbing connections provide quick and easy retrofitting. Visit www.franklin-electric.com.
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Bridgewater Hydro Project
Duke Energy’s Bridgewater Hydroelectric Project on Lake James near Nebo, N.C. consists of three dams: Linville, Paddy Creek and Catawba. Created in 1919, this project is licensed and regulated by the Federal Energy Regulatory Commission (FERC).
Because new FERC guidelines are being used to assess the physical condition of dams in the event of a large earthquake (predicted ground movements from earthquakes are based on the regional geology and records from historical events including the 1886 Charleston, S.C. earthquake), Duke Energy has begun field studies, seismic stability analyses and engineering design for modifications to these dams to comply with the new guidelines.
Construction on the first of these dams (Paddy Creek) began in 2005. Project modifications should be completed for all three dams in 2012 and will ensure the facility complies with these new changes in federal regulations. The new engineering design includes the construction of large earth and/or concrete structures along the downstream slopes of the dams. These structures will add strength to the dams in the unlikely event of a large earthquake. This design for the three Bridgewater dams is similar to the design used at the Wateree Hydroelectric Station in 2002.
The design concept completed or underway at the Bridgewater dams includes the following:
- Identifying area for obtaining soil, sand and rock materials needed for construction.
- Excavation downstream of the existing dams to prepare the foundation for the proposed berms.
- Construction of earth, rock or concrete components of the berms. Materials used in the construction will be from areas developed on Duke Energy owned properties and/or from commercial quarries located near the site.
- Reclamation and revegetation of disturbed areas after construction is completed.
Project Facts and Information
- Bridgewater Hydroelectric Station—commercial operation 1919.
- Consists of three semi-hydraulic fill dams: Paddy Creek, Linville and Catawba which form Lake James.
- Lake James and the Bridgewater Hydroelectric Station, located at the bottom of Linville Dam, have lessened the effects of low and high river flows, while providing drinking water, recreation and electricity for many decades.
- Duke Energy dams are safe and are inspected routinely by Duke Energy personnel, annually by the FERC, and every five years by an independent engineering consultant.
- This project is required by the FERC and is part of their nationwide effort to improve the performance of existing dams during potentially catastrophic events. It is extremely unlikely the region would have an earthquake the size of the ones used in the evaluations.
- The projects for the three dams will be constructed separately. The engineering consultant/project manager performing the analysis and design is Devine Tarbell & Associates (DTA). DTA engineers have provided engineering and project management services on Duke Energy dam safety projects for over 20 years.


Kholongchu is a 600MW hydro power project. It is planned on Kholongchu river/basin in Trashiyangtse, Bhutan. According to GlobalData, who tracks and profiles over 170,000 power plants worldwide, the project is currently at the under construction stage. It will be developed in a single phase. The project construction is likely to commence in 2015 and is expected to enter into commercial operation in 2023. Buy the profile here.
The project is being developed by Kholongchhu Hydro Energy. The project is co-owned by Druk Green Power and SJVN, with their respective ownership stake of 50% each.
Kholongchu is a run-of-river project. The net head of the project will be 761.53m. 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, is expected to be 2 in number. The project is expected to generate 2,568.88 GWh of electricity.
The hydro power project consists of 4 turbines, each with 150MW nameplate capacity.
The project construction is expected to commence from 2015. Subsequent to that it will enter into commercial operation by 2023.
For more details on Kholongchu, buy the profile here.
About Kholongchhu Hydro Energy
Kholongchu Hydro Enery Ltd (Kholongchu Hydro), a subsidiary of Druk Green Power Corporation Ltd, is a government organization involved in development, generation and distribution of electric power using the hydro power plants. It is headquartered in Trashiyangtse, Bhutan.


Dravske elektrarne Maribor, d.o.o., is a leading company in the area of efficient use of renewable energy sources in Slovenia.
Pump-fed hydroelectric power plants in the basin of the Drava river
The pump-fed Kozjak na Dravi hydroelectric power plant and the 400 kV power line connection to the RTP Maribor project is embedded in the area with the national spatial plan. The project is part of the “Transmission System of the Republic of Slovenia Development Plan from 2017 to 2026”; moreover, with 400 MW, it is also a support point of the electricity network of Slovenia.
According to the analysis carried out, there are nine potential locations on the Drava river. The power of an individual pump-fed hydroelectric power plant is between 45 and 300 MW. The existing power lines give a huge advantage to easier positioning. Hydrological and energy conditions are favourable – lower regulating reservoirs are existing hydroelectric power plants.
Li-Ion battery electricity storage systems to support the implementation of system services
As part of the need to increase the scope of system services, we plan to install a battery electricity storage system with a capacity of 20 MWh within the existing hydroelectric power plant premises. Furthermore, the purpose of introducing a battery electricity storage system is to partially relieve the provision of system services of the existing production units of the Group, as this negatively affects both the energy exploitation of water potential, and the useful life of the equipment.


Houpsitas Village Water Supply
Service & Expertise:
Houpsitas Villiage, BC
Water Street is providing preliminary design, detailed design and construction services for the civil and mechanical design of the proposed water transmission system upgrades for the Houpsitas Village Infrastructure Renewal (HVIR) project for the Ka:’yu:’k’t’h’/Che:k’tles7et’h’ First Nations.
Houpsitas Village is located in Kyuquot, BC, roughly 250 km north-west of Campbell River, accessible only by water or air. The Houpsitas Village Water System, which was last upgraded in 1998 supplies water to Houpsitas Village from two remote groundwater wells.
Water Street’s scope of work includes the upgrading of the well controls, a storage reservoir, chlorination system, and a reservoir control building and PRV station. Also included was extending the existing 5 km transmission main to the new reservoir site. Detailed design for this project was completed in 2022 and the project will be constructed in 2023.
The project faced numerous challenges, including the remote site location, which was only accessible by boat or air.
Gygax Engineering Associates
Existing PRV Station


Hydraulic modelling of the InterLinkSQ intermodal terminal
Approach and Outcomes
WMS utilised a TUFLOW hydraulic model to test different scenarios and model the interim and final development stages of the terminal. The modelling results were also used to inform the sizing of the culverts within the proposed drainage channel. The primary outcome of the project was modelling and mapping of peak water surface levels, depths and velocities in the area of interest.
InterLinkSQ is a proposed 200 hectare freight terminal and industrial development in the Toowoomba Enterprise Hub, approximately 13 km west of Toowoomba. GenEng Solutions provides ongoing project consultancy for InterLinkSQ, which includes assistance with the Development Application (DA). As part of the DA, hydraulic modelling of the terminal development including major drainage paths through the site were required.


New Six Hydel Projects To Produce Over 11,000 MW
WAPDA is planning to add over 11000 MV of environment-friendly electricity to the existing 9,443 MW hydel generation in the upcoming years. Currently, there is a total installed capacity of 24 WAPDA Hydel Power stations that are standing at 9,4434 MW. This initiative aims to enhance the overall hydroelectric power capacity.
There are currently some power stations which include Tarbela, Mangla, Neelum, Jhelum, Ghazi Brotha, and Warsak Hydropower Projects. All of these projects are contributing about 25% of the total system capacity which is 36,166 MW.
These hydel power projects will be contributing 4,320 MW with the Dasu Hydropower Project, Tarbela 5th Extention contributing 1,510 MW, Kurram Tangi 83.4 MW, Keyal Khwar Power Project 128 MW, Mohammad DAM 800 MW, Diamer Bhasha Dam 4500 MW to the national grid system.


Maldives Transport and Contracting Company (MTCC) has provided updates on three infrastructure development projects.
Firstly, the Lh. Felivaru land reclamation & harbor development project is currently under way with an overall 51% Project Completion. MTCC has completed quay qall concrete works and revetment construction work is at 93% completion. Currently, sheet pile installation works are ongoing at the site.
Scope of works for this project valued at MVR 113.3 million include, reclamation operations of 6 hectare; dredging operations of 229,663.36cbm; construction of a 220m quay wall; a 148m breakwater; a 270m revetment.
Next, MTCC has also commenced the installation of sheet piling works on October 22nd, 2022, for the MNU maritime survival center development project. Scope of works include, 1,200cbm land filling works, construction of 62.25m quay wall, construction of a ramp and installation of mooring bollards.
Lastly, Aa. Maalhos harbor development project is under way with overall 66% project completion. Quay wall block installation is currently ongoing at the site with 41% completion.
Scope of works for this project worth MVR 56.9 million involve, dredging and excavation operations of 24,335cbm, construction of a 394m quay wall, a 407m breakwater, a 100m revetment, a 56m groyne, installation of 1970sqm harbor pavement, construction of a ramp and installation of harbor lights.


A project to repair the outlet structure of the dam at Haviland Lake has been postponed. The project, which was scheduled to start after Labor Day, will be rescheduled for next September.
The lake, 20 miles north of Durango, is open for recreation and will be stocked with rainbow trout next spring.
When the outlet structure area was being inspected in September, Colorado Parks and Wildlife officials found that a mechanical device used to raise the outlet gate needed to be repaired before the water level of the lake could be lowered safely. That repair will be made later this month.
The dam structure is owned by Colorado Parks and Wildlife and the reservoir is part of Haviland Lake State Wildlife Area.


8 Dec 2020
The Amarinth equivalent of the Girdlestone 914 Vertical Long Shaft range of pumps consists of single stage, end suction, centrifugal pumps, robustly designed for wet sump applications. The pumps are of modular construction and as standard can be supplied to suit sump depths of 0.5 to 10 metres, using bearing bush spacings complying with API 610 standards. A wide variety of material and construction options enable pumps to be tailored to suit precise customer requirements. Practical design features enable routine maintenance to be carried out with minimal downtime. The pump drive end has been designed to maximise access to the thrust bearing, plus vapour seal when fitted, and allow axial adjustment of the impeller from the top of the pump, without the necessity to reset the seal assembly. The drive shaft design incorporates replaceable bearing sleeves, which also function as shaft couplings. As industry uses an increasingly wider range of chemicals and volatile liquids, vertical long shaft pumps in wet sump installations offer an ideal means of handling these liquids safely and conveniently.


On September 22nd, 2018, Karot Hydropower Project, the first hydropower project under the China-Pakistan Economic Corridor (CPEC), completed the river closure.
Karot Hydropower Project is the first large hydropower project under Belt & Road Initiative as well as CPEC. The project, located on Jhelum River, a tributary of Indus River in Pakistan, hasan installed capacity of 720MW. Construction of civil works of the project commenced on December 1st, 2018.
Since its commencement, CSPDR as the sole consultant for EPC design has been making every effort to offer high quality and efficient technical service to ensure smooth delivery of the project.


Concrete & Grout Mixer Pump Equipment A30 / A30HP / A40HP Trailer Mounted Concrete Pumps power from a coal tram or Eimco unit to power the mixer and pump
Sany Hbt8018c-5d Diesel Trailer Mounted Concrete Pump
SANY HBT8018C-5D Diesel Trailer Mounted Concrete Pump Cement Mortar Pump for Sale. Benefits& features . Sany Trailer-Mounted Concrete Pump – Capable of operating under any condition from -22°C to 55°C
Concrete pump in AIMIX mainly includes two kinds, namely trunk mounted concrete pump and trailer concrete pump.Concrete pumps are commonly used in the projects construction of concrete mixing plant.
Background to Concrete Pumps A concrete pump is a tool for conveying liquid concrete. Over a period of more than half a century, concrete pumps have slowly taken over from other methods of transferring liquid concrete.
The mini concrete pump for sale is famous for its small power, small size and small volume. In addition, concrete mini pump with light weight can realize quick movement.
Trailer concrete pump is a kind of high-quality concrete pump, which can be towed continuously and transported concrete to the pouring construction site continuously through the horizontal or vertical laying pipelines.
Our concrete mixing pump is consisted of feeding, mixing and pumping. It also could install on the automobile, adopting full hydraulic driven, high automatic, easy operation, convenient maintain and mobile, few operator, the trailer concrete pump can be quickly moved from one work site to others work sites.
Trailer concrete pump belongs to a kind of concrete pump and a modern concrete construction equipment, Power: 18.5kw Max.concrete concrete trailer pump
Trailer mounted concrete pump is a kind of concrete pumping machine, and it can be divided into diesel engine trailer concrete pump and electric pump trailer according to
One of the best ways to gauge a pump is by its pressure. Pressure determines the horizontal or vertical pumping distance. Trailer pumps are workhorses in the concrete industry, quietly doing their job with little fanfare and less exposure than their boom pump
Shotcrete, Concrete Pump, Trailer Concrete Pump, Injecting Pump, Hydraulic Pump, Cement Mortar Pump, Concrete Pump Truck,
Engineering Construction Machinery Trailer Concrete Pump ()
Mortar Spraying Pump, Plastering Machine, Spraying Pump manufacturer / supplier in China, offering Engineering Construction Machinery Trailer Concrete Pump (), Chinese Manufactors/China Muck Truck /Small Garden Tractor, Construction Processing Machinery Reversible Plate Compactor Kt-C160s and so on.
Diesel concrete pump is a main kind of construction machinery in the course of commercial concrete transportation and deposition. It is motivated by diesel engine.


Computational Fluid Dynamics (CFD) Analysis is used to model fluid flows, from highly viscous fluids as slurries to low viscosity fluids as air. It is used to model simple closed loop systems as well as complex multiphase transient systems in order to determine the behaviour of fluids and the effects this has on the equipment. CFD is used to optimised systems to reduce flow restrictions, cavitation, pressure transients and the like which in turn reduces equipment operating costs.
We utilise Ansys Fluent and CFX to undertake our CFD studies
- Single and multiphase flow analysis
- Free surface flow analysis
- Reacting flow analysis
- Turbomachinery analysis
- Multiphysics analysis


MMEWR – Zambezi River Water Pipeline – Botswana - Project Profile
"MMEWR – Zambezi River Water Pipeline – Botswana - 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 "MMEWR – Zambezi River Water Pipeline – Botswana - 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.
Ministry of Minerals Energy and Water Resources (MMEWR) is planning to construct a water pipeline in Gaborone, Botswan.
The project involves the construction of water pipeline which will be developed in two phases.
First phase will be the construction of the pipeline to the Panadamatenga farms for agricultural use.
Second phase involves the construction of pipeline from Zambezi River to Francistown.
It also includes the construction of a pipeline from Southern part to cater for water shortages, pumping station, a terminal station, storage reservoirs, and the installation of pressure regulators.
In 2009, Botswana submitted a formal request to the Southern African Development Community to draw 495 million m3 of water a year from the Zambezi River.
MMEWR is process of reviewing plans and designs and the project is expected to be completed in 2021.
The project involves the construction of water pipeline project in Botswan.
The US$1600 million project includes the following:
1. Construction of a pumping station
2. Construction of a terminal station
3. Construction of storage reservoirs
4. Laying of water pipelines
5. Installation of pressure regulators
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The Upper Atbara and Setit Dam Complex’s 320MW hydroelectric power plant has been officially inaugurated in Eastern Sudan, in a ceremony attended by Sudanese President, His Excellency Omar Hassan Al Bashir.
The US$1.9 billion complex consists of the Rumela Dam on the Upper Atbarah River and Burdana Dam on the Setit River. The twin dams hold a storage capacity of 2.7 billion m3.
The project is a multipurpose scheme to reinforce agriculture production and generate much needed electricity. It was part funded by a US$90 million concessionary loan from the Abu Dhabi Fund for Development (ADFD).


Iringa - Tanzania
Zarubezhstroy Ojsc (Beneficiary: Tanzania, Ministry of Energy and Minerals)
2011 - in progress
Description for Rumakali Hydropower (Tanzania)
Hydroelectric Power Plant, with IP = 525 MW, which the exploits of N° 5 catchment areas, providing a total of Q = 23 m³/s and a geodetic head of 1,423 m.
- Rumakali Dam ( Rockfill dam, H = 93 m, L = 800 m )
- North Site main Dam ( Rockfill dam, H=71 m )
- East Site main Dam ( Rockfill dam, H= 140 m )
- Free-Flow Spillway ( Rumakali dam, Q = 350 m³/s )
- Power Waterways ( Rumakali Head Race Canal L = 4.5 km, West Site Canal L = 3.8 km, East Site Pipe Line HP L= 2,4 km )
- Open Air Pumping Station ( Q = 19.5 m³/s )
- Power House ( Underground, 90 x 23 x 44 m, Head = 1,423 m, Q = 41 m³/s, N°4 Turbines Pelton )
- Transmission line ( V = 220 kV, L = 94 km )
Roma Est Sewage Plant (Italy)
Sewage treatment plant for domestic and industrial waste water.
Bwari Aqueduct (Nigeria)
Water supply system for the district of Abuja, including pipelines, pumping...
Kikonge Multi-Purpose Project (Tanzania)
Kikonge is a multipurpose project foreseen for...
Porto Romano Multi-Purpose Project (Italy)
Yacht Harbour is on the right side of the Tevere River floodplain, about 1 km...
Malagarasi Hydropower (Tanzania)
Malagarasi HPP will be a run-of-the river...
Dankel Multi-Purpose Project (Eritrea)
Multi-purpose project (underground hydropower plant, water supply, etc.) for...
Maccheronis Dam (Italy)
Reservoir capacity augmentation through the heightening of an existing...
Giurgiu Ramiresti Irrigation (Romania)
Irrigation scheme with water from the Danube and irrigated area of 155'000...
Muchinga Hydropower (Zambia)
Hydroelectric plant (IP = 255 MW) on the Lunsemfwa river downstream of the...


« View county listFlood Advisory
1152 AM CST WED FEB 10 2016
The Flood Advisory continues for
the Mississippi River at Caruthersville
* until Saturday February 13.
* At 11 AM Wednesday the stage was 29.0 feet.
* Flood stage is 32.0 feet.
* Forecast...The river will rise to near 29.1 feet Thursday February
* At 29.0 feet...In Tennessee, shipping operation south of Heloise is
being flooded. Chisholm Lake Road is flooded south of Cocklebur
Slough. Overbank flooding begins on low lying farmland along both
banks of the Mississippi River and the Obion River in Northwest
Tennessee. Old Forked Deer river bed is beginning to flood fields
in the Hales Point Area south of Suggs Road. In Arkansas, roads
inside the levee south of Caruthersville, Missouri are beginning to
LAT...LON 3623 8977 3623 8948 3606 8950 3595 8948
3582 8956 3582 8985


"Lay Dam hydroelectric plant of Alabama Power Company. Located on the Coosa River near Clanton. Installed capacity 110,000 horsepower. First hydroelectric plant in Alabama combining power development and river improvement."
"This Power Station and Dam, Built by the Alabama Power Company, Generates 70,000 Horsepower and Supplies Electric Power for Numerous Cities and Towns in Alabama." From the rotogravure section of the Birmingham Age-Herald, Sunday, October 10, 1915.


Godavari River Source :
Godavari river rises from Trimbakeshwar in the Nasik District of Maharashtra at an elevation of 1,067m.
Godavari River Mouth :
Godavari ends at Bay Of Bengal in East Godavari District,Andhra Pradesh.
Godavari River Basin :
# Total Length of Godavari river is 1,465 km.
# It drains over Six States namely Maharashtra,Andhra Pradesh,Madhya Pradesh,Chhattisgarh,Odisha and Karnataka.
# Godavari is the second largest river in India after Ganga and Largest river in Peninsular India.
# Godavari River is named as Dakshina Ganga ie Ganges of the south.
# Total drianage area of Godavari river is 312,813 Sq.km.
Maharastra : 152,199 Sq.km
Andhra Pradesh : 73,201 Sq.km
Madhya Pradesh : 31,821 Sq.km
Chhattishgarh : 33,434 Sq.km
Odisha : 17,752 Sq.km
Karnataka : 4,406 Sq.km
Topography Of river Godavari :
# Godavari basin is bounded on the North by Satmala Hills.
# Ajantha Range and Mahadeo Hills bound the Godavari River on South.
# Western Ghats and Eastern Ghats bound the Godavari River on the West and East Respectively.
# Upper reached of Godavari River composed of Deccan Traps ,Middle Godavari River composed of Granite and Quartzites rocks.
# Lower part of the Godavari River Cuddapha,Vindhyan and Gondwana rocks.
# During January and February months Godavari River become dry due to less Rainfall, and Maximum rainfall occurs between June and September.
Source : Water resources information system of India
Tributaries of Godavari River :
Right Bank Tributaries :
Left Bank Tributaries :
Godavari River Flow Explanation :
# Dharna river joins the Godavari River at its upper reach on the right bank
# Below Dharna river, a small stream Kadan joins Godavari River on the left bank.
# Combined river of Pravara and Mula joins the Godavari River at Pachegaon.
# From the right , stream named Sindphana joins Godavari River at Parbhani District.
# A little below the Sindphana River,a combined river of Purna and Dudhana joins Godavari River at Parbhani District.
# A Long river Manjra joins the Godavari River at Kandhakurthi in Telengana State.
# Down to Manjra,a small stream Peddavagu joins Gadavari at Telengana State.
# From the Left bank,river Pranhita ,conveying the combined rivers of Penganga ,Wainganga and Wardha drains the areas of Nagpur and joins the Godavari River at Kaleshwaram in Telengana State.
# A small stream called maner joins Godavari River just below Pranhita river .
# At the lower reaches of Godavari River ,Indravathi and Sabari forms left bank tributaries.
# Pranhita is the largest tributary of Godavari River,its drainage area is about 34.87 %.
Tributaries Explanations :
Right Bank Tributaries :
1.Dharna River :
# Rises from Kulang hill (North of Kalsubai Range ) in Nasik District,Maharashtra.
# It forms a Lake called Lake Beale.
2.Pravara River :
# Rises in Western Ghats ,joins with Godavari River near Ahmednagar,Nasik District.
# Wilson Dam or Bhandardara Dam is built on Pravara river.
# Mula is the important tributary of Pravara river.
3.Sindphana River :
#Originates from Chincholi hill,Beed District (Marathwada Region),Maharashtra.
# It joins Godavari River at Prabhani district.
#Sindphana Dam and Majalgaon Dam are built on Sindphana river.
4.Manjra River :
# Manjra river originates in the Balaghat range near Ahmednagar District of Maharashtra .
#It joins with Godavari River at Basara in Telengana State.
# Manjra river flows through Latur District of Maharashtra.
#Nizam Sagar Dam is built on Manjra river in Telengana State.
# Singur Reservoir built on Manjra river in Medak District provides major drinking water to Hyderabad and Secunderabad.
# Manjra Wild Life Sanctuary is located on the banks of Manjra river in Medak District,
5.Maner River :
# It Flows in Telengana State and Provide drinking water to Karimnagar,Telengana.
Left Bank Tributaries :
1.Purna River :
# It originates from Ajantha Range near Gautala Wildlife Sanctuary in Aurangabad,Maharashtra.
# It joins Godavari River at Prabhani District.
# Yeldari Dam is built on Purna river.
2.Pranhita River :
# It is combined river system consists of Penganga river,Wardha river and Wainganga river.
#It spread over Madhya Pradesh,Maharashtra and AndraPradesh.
# It flows through Satpura region and drains its water to Vidarbha region.
# It joins Godavari River at Kaleshwaram in Telengana.
3.Indravati River :
# It rises from Dandakaranya Range near Kalahandi in Odisha State.
# It joins Godavari River at Gadchiroli District ,Maharashtra.
# It spread over Odisha,Chhattisgarh and Maharashtra.
# Indiravati Dam at Kalahandi (Odisha) is bulit on Indiravati river.
# Chitrakote waterfalls is located on the Indiravati river at Jagdalpur in Bastar District,Chhattisgarh.
4.Sabari River :
# Originates in Sinkaram hill ranges at the western slope of Eastern Ghats in Odisha.
# It joins with Godavari River in Kunavaram,Andhra Pradesh.
# It spread over Odisha and Chattishgarh.


The US Agency for International Development (USAID) plans to launch a project to draw supplementary investment inflows to the hydro power system of Georgia.
The project duration makes up 3 years and it aims at generating additional 400 megawatts in the power system of Georgia thanks to renewable and ecologically clean energy resources. The project total budget is an estimated 8.9 million USD.
The project will ensure drawing both domestic and foreign investments to the energy sector of Georgia.
The project is part of the US Government post-conflict assistance program for Georgia, which counts for 125 million USD.


Asad directs to start construction work of Naulong Dam in Balochistan
ISLAMABAD: Minister for Planning, Development and Special Initiatives Asad Umar on Thursday directed to start construction work of Naulong Dam in Balochistan with the cost of twenty-eight billion rupees.
Chairing a meeting in Islamabad to review progress of water projects in Balochistan, the minister said the incumbent government had initiated mega projects for building dams and canal system while Naulong Dam was addition to these projects.
He said these projects would help resolving water scarcity issues in the province.
Naulong Dam is an embankment dam to be constructed on Mula River, about thirty km from Gandawah City in Jhal Magsi district of Balochistan.
On Jul 15, Prime Minister Imran Khan had said Diamer-Bhasha dam would provide cheap and environment-friendly hydel power to the national grid.
PM Imran Khan had said this while inaugurating construction work at Diamer-Bhasha Dam mega project in Chilas. “It is a natural site for dam. Cheap and environment friendly hydel power will be obtained through the dam,” he had said.


Generation change in the Classic model series
As of 1st September 2016, both the low water and high water level limiters as well as the capacitive level control is to be replaced by the successor generation. The production of the older versions will therefore be stopped entirely.
Attention: The products SMLC1, LMC1 and SMHC1 as well as EC6 and DLT1 have therefore limited availability.
In the field of water level limiting all the new generation evaluators, communicate with the existing level electrodes. Thus, replacement of the electrode itself is not required. Only in the field of capacitive level control the evaluator and electrode have to be replaced due to conceptual reasons.
Water level limiter
Low water level limiter: SMLC1 → SMHC2
High water level limiter: SMHC1 → SMHC2
The low water level limiter with simple design LMC1 (no self-monitoring) will, in future be available as LMC2.
Capacitive Level Controller
Capacitive level controller: DLT1 → DLT2
Capacitive level electrode: EC6 → EC8
EC8 and DLT2 correspond to the pressure equipment directive 2014/68/EU.
Datasheets, PED certificates and SIL certificates can be downloaded on our webpage.
Prices and further information are available on request. Please address your respective salesperson.
Advantages of the new generation at a glance
SMLC2 / SMHC2
100% exchange-compatible with the predecessors
EC8 und DLT2
Optimized display for level and error indication
Simplified programming of the level from 0 to 100%
Interference-free signal transmission from electrode to evaluator


Latvenergo is a state-owned energy company in Latvia. The company generates about 70% of the country's electricity.
Latvenergo has three hydroelectric power plants, Pļaviņu HES, Rīgas HES and Ķeguma HES-2, with a total installed capacity of 1,463 MWe, two combined heat power plants with electricity installed capacity of 474 MWe and heat capacity of 1,525 MWt and two windmill parks with installed capacity of two MWe.
Latwenergo is an owner of Augstsprieguma tīkls, an independent transmission system operator, with 5,236 kilometres (3,253 mi) of power lines. The company also co-owns Liepājas enerģija, which has installed power capacity of 12 MWe and heat capacity of 427 MWt.


The Bhutan government has placed an order for six hydro turbines and ancillary equipment to develop its biggest power project, the 1020MW Tala plant. The order has been placed with India’s Bharat Heavy Electricals (BHEL), which says it is the largest single order it has ever received.
BHEL’s contract includes design, manufacture, supply, erection and commissioning of six Pelton hydro turbines along with matching generators, main inlet valves, butterfly valves, microprocessor-based control and static excitation equipment.
The Tala plant, being developed by the Tala Hydroelectric Project Authority, will be located on the banks of the Wangchu river with a head of 820m for power generation. The project is scheduled for completion by 2004-5. It will have an underground power house with 6x170MW generating units. The power is intended to be transmitted through a 400kV line to Siliguri, West Bengal where it will join India’s eastern grid.


For the construction pit at „Durlacher Tor“ Station, below the cover 275 semi-permanent anchors were installed in two layers as 0.6" strand anchors St 1570/1770 with 5-7 strands against pressing groundwater.
The outer water level at the second level showed an excess pressure of 9.0 m. The drilling works were carried out with a drill rig KR 806-3 with a fully hydraulic double head drilling unit and a d=133/63 mm casing. The sealing systems used guaranteed reliably that no soil was discharged into the construction pit during any phase of the anchor construction.
All anchors were able to transfer the intended forces into the ground. A suitability test was carried out on three anchors.


15 Jun Work on Design and Build of B. Fulhadhoo Harbour is well underway
Work on Design and Build of B. Fulhadhoo Harbour is well underway, with overall 86% project progress. The second shipment of rock boulders needed for the construction of breakwater have been delivered to the project site.
Scope of works for the project include dredging operations of 51,861.5cbm; the construction of a 223m quay wall; a 108m breakwater; and a 283m revetment. Additionally, the installation of 558sqm of paved area, installation of navigation lights and streetlights will also be undertaken. The value of the project is MVR 49.4 million.


Multistage Pump is Bangladesh wilo is number 1 brand. Wilo Multistage, non-self-priming, horizontal high-pressure centrifugal pump in block design with horizontal suction- and vertical pressure port. The pump has a compact design with a continuous motor pump shaft and a bidirectional mechanical seal. The pump is suitable for water supply and pressure boosting, industrial recirculation systems, process water and cooling water circuits. It can also be used in washing systems as well as for irrigation.
- Mains connection 1~230 V (±10 %), 50 Hz or optionally 220 V (±10 %), 60 Hz
- Mains connection: 3~230 V (±10 %), 50 Hz (Δ) or optionally 265 V (±10 %), 60 Hz (Δ), 400 V (±10 %), 50 Hz (Y) or optionally 460 V (±10 %), 60 Hz (Y); efficiency class: IE2 same motor also: 3~220 V (±10 %), 60 Hz (Δ), 380 V (±10 %), 60 Hz (Y); efficiency class: IE1
- Fluid temperature of -15 to +110 °C
- Max. operating pressure 10 bar
- Max. inlet pressure of 6 bar
- Protection class 1~: IP X4; 3~: IP 54
- Nominal diameters of pipe connections: Rp 1, Rp 1 ¼ or Rp 1 ½, depending on type
Note on inlet pressure
The maximum inlet pressure is calculated by subtracting the maximum delivery head of the pump at Q= 0 from the maximum operating pressure of the system.
Note on materials
1.4301 corresponds to AISI 304, 1.4404 corresponds to AISI 316L.


Construction of storm water harvesting box culvert
Through rehabilitation of Road 18 in Abasan Al-Kabira Municipality, Project No.: MOLG-KF/G04-AK.1
Funded by : Kuwait Fund for Arab Economic Development – Kuwait State Grant No. 345
Under Supervision of Project Coordination Unit, Ministry of Local Government
Project Duration: 8 Months
One of the main project component is construction of storm water harvesting box culvert with length of 550 meter.
The total budget is 980000$.


The construction of 25 megawatts Kabeli B 1 Hydro Project has begun in Panchthar district. The hydropower project is the largest in Mechi Zone.
Six years after the project received license from the Department of Electricity Development, construction work has started from Panchthar’s Nagi, Tharpu, Amarpur and Taplejung’s Thumbedin VDCs simultaneously.
Arun Kabeli Power Limited has been awarded the contract for the construction of the project. Technical director of Arun Kabeli Power Limited, Hastaman Rai, said civil construction of the project had begun. More than 700 workers are involved in construction work.
The project has purchased 288 ropanis of land at the cost of over Rs 60 million. The estimated cost of the project is Rs 4 billion.
The promoters will bear 30 per cent of the cost while various financial institutions, including Nepal Investment Bank, will bear the remaining 70 per cent.
The project is preparing to issue Initial Public Offering of 1,500,000 units of shares for the locals in the project affected areas.
Source : The Himalayan Times.


Scheme boosts River Tees water quality
A £2.4m scheme will be carried out to improve water quality in the River Tees.
The seven-month Northumbrian Water scheme will start in September and will involve work between Acklam Road and Lanehouse Road, Thornaby.
It will involve upgrading a combined sewer overflow, which is designed to prevent flooding.
A screen will be fitted to prevent debris from getting into the River Tees during heavy rainfall.
The work will start on 3 September and an information session will be held on Tuesday at Thornaby Cricket Club.


The Julius Nyerere Hydroelectric project is set to deliver its first power in June 2022. The Tanzanian government made the announcement and said the decision follows the project’s progress.
Minister of Energy, accompanied by Assem Gazzer said the project is already 62.7% complete with current focus on installation of the turbines. The hydropower project is set to be the largest in the East African Community (EAC). It is being built on the banks of the Rufiji River in eastern Tanzania and will cost US $2.9 billion.
Already the first of nine turbines, each with a capacity of 235 MW has been installed. This hydropower plant will have a total capacity of 2,115 MW and will produce 5,920 GWh of energy annually upon full operation expected to be by 2027.
The generated energy will be fed through a new 400 kV high voltage line to the substation, where the energy will be fed into the national grid. The 134 metres (440 ft) arched, concrete dam is expected to create a reservoir lake, 100 kilometres (62 mi), in length, measuring 1,200 square kilometres (460 sq mi), with 34,000,000,000 cubic metres (1.2×1012 cu ft) of water.
Julius Nyerere Hydroelectric project is being built through a joint venture of two Egyptian companies, the Arab Contractors Company and Elsewedy Electric, and will secure a clean power supply for more than 60 million Tanzanians as well as control water flow during flooding.
The project is owned and will be managed by the government owned Tanzania Electric Supply Company (TANESCO). It is expected to enhance access to affordable electricity which will propel economic growth as well as attract investment in the country. It will also transform the country through generation and supply of reliable electricity for both domestic and industrial use.


In Angola, the last two turbines of the Laúca hydroelectric plant will be fully operational by June 2019. This announcement was made by Yamba Ambrósio, the chief engineer of the Odebrecht company in charge of the construction of the plant.
According to the manager, the project has already reached a physical execution of 90%.
The goal for the plant, according to the manager, is to complete the production of the entire infrastructure with a total capacity of 1,998 MW divided into 6 turbines of 333 MW each. Construction of the infrastructure began in 2012 and was scheduled to be completed in 2017. The cost is approximately $ 4.3 billion, largely financed by Brazil.
The infrastructure will be the third to be installed on the Kwanza River, which already hosts Cambambe’s 180 MW capacity and 520 MW capacity Capanda. Its implementation is part of the national energy policy to establish 9,000 MW of power plants by 2025.
Source: News Africa


Four parallel cable crane systems transport big quantities of concrete in a short-time period for the construction of a dam.
The Jinping Dam was constructed by means of four parallel cable crane systems of the company “Thyssenkrupp AG” in 2008. In 2020 LCS took over the technology of cable crane systems for the construction of dams and distributes them exclusively worldwide.
The cable crane systems used to build the Jinping Dam in China are classic parallel systems with machine carriage and counter carriage. As the Jinping Dam is one of the highest dams in the world with a height of 305 m, the systems had an extremely large lifting height of 340 m. Due to the relatively short construction time and the large concrete volume of 4.8 million m³ to be placed, four identical cable crane system with a payload of 30 to each were used.


Rainbank with Davey HP45-05 Self priming Multi stage pump (KRB1-HP45-05)
$1,563.00Including GST. Item price only, does not include installation.
Available in-store only
About the KRB1-HP45-05
Davey pump Rainbank with Davey pump HP45-05 Self priming Multi stage pump Stainless Steel body surface mounted used for Rain water harvesting on homes with mains supply automatically switches between mains and tank supply. RRP $1475.00


Check valves allow flow in one direction and automatically prevent flow in the opposite direction. Δ This valve is mainly used in the fluid system containing strong oxidative mediums, like water supply system, heat supply system and acid system etc. It is always used as accessory of boilers. It has exquisite profile and simple structure. Its spring device functions to speed up the closing movement of the disc so as to eliminate water hammer. This valve is very suitable for space-limited locations.


"Vestil manual lift scissor table is activated with a foot pump. Ideal for all types of manufacturing and warehousing facilities. Features torsion tubes for side to side stability, pressure flow control valve for controlled lowering and exclusive 2-speed foot pump. Rugged welded steel construction. Stationary table. U.S.A. Load Capacity lbs. 2,000, Lowered Height in. 8, Platform Size L x W in. 42 x 42, Raised Height in. 32, Product Style Scissor lift. Number of pumps @ high/low speed 16/32 Dual-speed foot pump hydraulic scissor table designed as a stationary ergonomic work stage Foot pump raises the table and pressure compensated flow valve provides controlled lowering 42in.W x 44in.L deck is constructed of 10 gauge steel and pivots up for easy maintenance 32in. raised table height, 8in. lowered table height 2,000 pound capacity Internal brass velocity fuse safety feature in the cylinder prevents the lift from falling in the event of sudden loss of hydraulic pressure Added torsion bar offers increased side-to-side stability Table can be optionally equipped with either a remote A/C, D/C or factory air/hydraulic oil power unit Predrilled for the addition of optional CA-40-2 carousel - Ask your Sales Representative Steel construction"
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On may 1, 2016 dk kaushik published: microprocessor based water level controller. Automatic control of a pump system for water level from the adcs are used by the microprocessor to give the automatic water level controller has been. Liquid level controller user interface controller type microprocessor based level monitor/con- ideal for monitoring water levels and controlling pumps for a. Advanced automatic a1 water level controller is a microprocessor based/electronic device the a1 water level controller can be installed for bwssb /.
Nexus ® nxexp300 water level control: the fireye nexus ® nxexp3000 is a microprocessor based, water level/draft control expansion module for use with the fireye nexus ppc6000 or integrated nx6100 series of parallel positioning controls. Microcontroller based automated water level sensing and controlling: design and implementation issue we can control the water pump by connecting it with an. A new line of low-cost, microprocessor-based pump controllers has been developed to meet today's need to expand or upgrade the reliability and versatility of existing water and wastewater pumping systems.
Summary author ratingaggregate rating5 based on 2 votes brand name waterlevelcontrolscomproduct name water level controlsprice usd $000product availability pre-order only. Cblme level master water level control the cleaver-brooks level master is a microprocessor based, primary safety water level control for watertube and firetube.
Water level controller using 8051 a water level controller using 8051 is shown in this article a lot of water level controller projects have been published in this website but this is the first one based on a microcontroller. Water level indicator and controller pic microcontroller mikroc lcd. A microprocessor incorporates almost all of the functions of a cpu on a single integrated circuit.
Business listings of automatic water level controller manufacturers, suppliers and exporters in delhi along with their contact details & address find here automatic water level controller suppliers, manufacturers, wholesalers, traders with automatic water level controller prices for buying. This water-level controller switches on the pump once water level in the tank goes low and switches it off as soon as it reaches a pre-determined level. Manufacturer of industrial water level control system radio frequency based level switches have been more advanced microprocessor-based units are self. This water level controller automatically control that is how to make water level controller using 8051 microcontroller in one microprocessor.
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IPOH:An ambitious project is on the cards to curb floods that affect some 250,000 people across the state.
The Sungai Perak Integrated River Basin (Phase 1) project will see flood mitigation and drainage systems put in place, as well as rehabilitation of the 450km river. Three key components of the RM250 million plan are flood mitigation projects in Lenggong, Kampung Sungai Siput Chandan, Kampung Gajah and Teluk Intan; Kuala Kangsar drainage project; and living river project to beautify and reinforce Sungai Perak.
Perak Drainage and Irrigation Department (DID) director Juhaimi Jusoh said the projects could curb floods in low-lying areas once completed by 2020.
Some 250,000 people were living in flood-prone areas, where the flood mitigation projects would be implemented, he said.
“The flood mitigation projects will see the strengthening of riverbanks, construction of bridges and a systematic drainage network.
“With all these in place to mitigate floods, there would be better development of the agriculture sector,” Juhaimi said.
Yields could increase and land erosion could be reduced once the flood mitigation systems were implemented, he added.
There will also be gouging or reconstruction of the river at Kampung Sungai Siput Chandan to improve the water flow and construction of bunds to strengthen the river that cuts across Teluk Intan.
All this will reduce floods and bursting of riverbanks.
The Kuala Kangsar drainage project will see the network of drains upgraded for better flow of water, particularly during rainy seasons, to curb flash floods.
The living river project, Juhaimi said, involved two main projects — corridor beautification and strengthening of riverbanks.
“The living river project includes a 20km bicycle trail from Chenderoh to Manong.
“The corridor beautification project in Kuala Kangsar includes landscaping, strengthening of riverbanks and building four rest and recreational areas. They will be in Dataran Jambatan Victoria, Dataran Rekreasi R&R Menora, DID’s Taman Rekreasi, as well as Dataran Manong and Kampung Guar,” Juhaimi said.
He said a 93km stretch of Sungai Perak riverbank would also be upgraded, which involved 15 villages.


Hi everyone, Is there any mechanism/method/device to control static pressure? Noting that, total pressure = static + dynamic pressure. The scenario I am thinking is just water flowing through a pipe (assume incompressible), and I want to control the static pressure at two points along the pipe. I don't want to set the flow rate upstream in the pipe. Any thoughts? Physically possible? Thanks!


31 Aug Work on R. Rasmaadhoo Harbour Upgrade project commenced today.
Posted at 04:12h in News 0 Comments
Work on R. Rasmaadhoo Harbour Upgrade project commenced today. The project site was mobilized on 26th July 2020.
Scope of works for the project include dredging and excavation operations of 9000cbm; the construction of a 377m breakwater; construction of 600sqm of paved area and installation of navigation lights. The project is valued at MVR 21.97 million and was awarded on 10th December 2019.
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MoEK – Kambarata Hydropower Stations 2260 MW– Naryn - Project Profile
"MoEK – Kambarata Hydropower Stations 2260 MW– Naryn - 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 "MoEK – Kambarata Hydropower Stations 2260 MW– Naryn - Project Profile" is part of Timetric's database of 82,000+ construction projects. Our database includes a 10+ year archive of completed projects, full coverage of all global projects with a value greater than $25 million and key contact details for project managers, owners, consultants, contractors and bidders.
The Ministry of Energy of Kyrgyzstan(MoEK) is planning to develop the Kambarata hydroelectric power station in Naryn, Kyrgyzstan.
The project involves the construction of a power plant with a capacity of 2,260MW, dams, spillways, tunnels, power stations, substations and related facilities and the installation of turbines and power related facilities.
The project is being developed in two stages. Kambarata I hydro power Station involves the construction of a 1,900MW unit and Kambarata II Hydropower Station involves the construction of a 360MW unit.
Work on the plant commenced in 1986 but was halted due to the lack of funds. Construction of Kambarata II hydropower plant was completed in September 2010.
Russia has funded US$300 million for the Kambarata II hydropower project and also provided a US$2,000 million financial
On April 2, 2013, The Canadian Company SNC-Lavalin International Inc. has won a tender to draft a feasibility study for the construction of the Kyrgyz-Russian Kambarata Hydroelectric Power Plant (HPP).
In December 2015, Due to the crisis, Kyrgyzstan terminated the agreement with Russia on the construction of hydropower plant. And they are in search of new investors for the implementation of the project.
In August 2016, Investor from Japan has shown an interest and will be decided in October-November of 2016. On the other side, Investors from China, UAE, and Europe also showed interest in the implementation of the project.
Funding of US$110 million will be financed by The Eurasian Development Bank (EDB).
The project involves the construction of a power plant with a capacity of 2,260MW in Naryn, Kyrgyzstan.
The US$3,000 million project includes the following:
1. Construction of 1,900MW hydropower plant
2. Construction of 360MW hydropower plant
3. Construction of dams
4. Construction of spillways
5. Construction of tunnels
6. Construction of power stations
7. Construction of substations
8. Construction of other related facilities
9. Installation of turbines
10. Installation of power related facilities
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Available types BRV2 Screwed with SG iron body. Flanged with SG iron body. BRV2S with stainless steel bellows assembly. BRV2B with phosphor bronze/brass bellows assembly. BRV2SP optional types with external pressure sensing. BRV2BP optional types with external pressure sensing.
Sizes and pipe connections , and 1" screwed BSP (BS 21 Rp) of NPT. DN15. 20 and 25 flanged BS 4504 PN25.
Limiting conditions Maximum body design conditions PN25 Maximum upstream pressure 19 bar Maximum downstream reduced pressure 8.6 bar Maximum design temperature 210-C Maximum recommended turn down ratio 10:1 at maximum flow Designed for a maximum cold hydraulic test pressure of 38 bar g
Note : Price mentioned is for general idea and it may fluctuate as per requirement


Compact 2-stage high flow pump providing portability and flexability for many varied hydraulic tooling applications. Manufactured with an easy carry handle, the pump comes complete with a remote control pendant.
HP45: Hydraulic Pump Single Acting
HP45DA: Hydraulic Pump Double Acting
|Part No.||Dimensions||Max Working Pressure||Motor||Power Supply||Usable Oil Capacity||Weight||Add to wishlist|
|HP45||L230 x W212 x H341mm||1st stage 70 bar, 2nd stage 700bar||0.45KW||230volt||2.0 litre||17kg|
|HP45DA||L230 x W212 x H341mm||1st stage 70 bar, 2nd stage 700bar||0.45KW||230volt||2.0 litre||17kg|


Iran to build another hydropower station in Tajikistan
Thursday 18 August 2011
(The Times of Central Asia) – Iranian specialists are about to build "Ayni" hydropower station on Zeravshan River in Tajikistan. The Tajik-Iranian intergovernmental agreement on the construction of this hydropower station is expected to be signed in the course of the Iranian President Mahmoud Ahmadinejads visit to Tajikistan on September 4-5.
Currently, Tajikistan and Iran are holding talks on their shares in this project on the construction of the 150 MW hydropower facility, Abbos Bayeni, Counsellor of the Iranian Embassy for Economic Policy told the AP.
If the agreement is signed, the future Ayni hydropower station will become the second hydropower facility in Tajikistan sponsored by Iran. Iran is currently engaged in the construction of the Sangtuda-2 hydropower station in Tajikistan.


Control Valve Flow Characteristics:
- Equal Percentage Opening
- Linear Opening
- Quick Opening.
1.Equal Percentage Opening:
Flow capacity increases exponentially with valve trim travel. Equal increments of valve travel produce equal percentage changes in the existing Cv.
2. Linear Opening:
Flow capacity increases with valve travel.
3. Quick Opening:
Produce large changes in the flow with small changes in the lift. It is limited to on/off service,


Marshall Brook Culvert Replacement, Hancock County, Maine
|Project Start Date|
This project will replace two existing undersized, improperly set round culvert inhibiting fish passage at the road / stream crossing of Marshall Brook with the Seal Cove Road in Southwest Harbor, Maine with an open bottom culvert. This will provide 4 miles of passage and reconnect a historic sea run brook trout stream with the estuary at Bass Harbor.
Photo of the downstream end of the East Branch Marshall Brook existing culverty. Note the width of the stream channel greatly exceeds the width of the culvert opening
Upstream end of the East Branch Marshall Brook Culvert. Note the bottom of the culvert is above the water level signifying that the existing culvert is placed too high relative to the stream bed
|Town||zip code||county||state||congressional dist|
|Name of barrier||Latitude||Longitude||FONS ID||FIS Project ID||FWS Acc. #|


The Sankh River originates from Rajadera village of Gumla district. It is one of the three main rivers flowing through the district. After traveling through Gumla, it enters Simdega Districtand flows towards Orissa.
The river joins with the Brahmani River at Vedvyas near Rourkela. Mandira Dam is situated across the Sankh River, where boating facility is available. The length of the river is 240 Km. The 60 metres (200 ft) high Sadni Falls on the Sankh River at the edge of the Ranchi plateau is an example of scarp falls or knick line falls.


Jinja - Uganda
Salini Costruttori S.p.A.
2009 - 2012
Description for Bujagali (Uganda)
Hydroelectric project on the Victoria Nile River within an installed power of 250 MW.
- Rockfill dam with clay core (H = 30 m, L_crest = 560 m)
- Spillway (Q = 4'500 m³/s, L = 19 m)
- Intake (No. 2 wheel gates, H x L = 9 x 10 m)
- Open-air power house inside dam body (No. 5 Kaplan turbines, IP = 250 MW, E = 1'438 GWh/y)
- Substation (132 kV)
Uribante Doradas (Venezuela)
Hydroelectric project with IP = 300 MW.
Jamaica 6 (Jamaica)
Jamaica 6 project includes the feasibility for six small hpps in Jamaica and...
Limonlu HPP comprises 4 power plants in cascade to be constructed in 2 phases...
Hydroelectric project on the Victoria Nile River within an installed power of...
La Gogue (Seychelles)
The scope of the assignment is the rehabilitation and upgrade of the existing...
Rio Grande (Argentina)
Hydroelectric Plant with Pumped Station.
Gibe II (Ethiopia)
Gibe II is the second stage of the Gibe-Omo hydroelectric cascade which...
Dabus HPP cascade is located on the Dabus river, a north-flowing tributary of...
Three-dam projects for irrigation purposes.


SPR – Single Separator:
SPR model hydrocyclones are static type separators that remove solids from liquids through a centrifugal effect. The incoming dirty fluid gains a circular motion as it passes between the fixed helical blades inside the body. The resulting centrifugal force causes solid particles in the liquid to be thrown outward. These separated particles are discharged from the bottom of the separator.
These models can be used individually or in battery configurations.
Designed for high flow rates, multiple SPR model separators are installed in the same body. This allows achieving flow rates of around 3000 m³/h with a single unit.


Kangding Huashangou is a 72MW hydro power project. It is located in Sichuan, China. The project is currently active. It has been developed in single phase. The project construction commenced in 2006 and subsequently entered into commercial operation in 2009.
|Project Type||Total Capacity (MW)||Active Capacity (MW)||Pipeline Capacity (MW)||Project Status||Project Location||Project Developer||Hydropower||72||72||–||Active||Sichuan, China||Sichuan Balanghe Hydro Power Development|
The project was developed by Sichuan Balanghe Hydro Power Development.
The project generated 255.7 GWh of electricity. The project cost is $118.32m.
The hydro power project consists of 2 turbines, each with 36MW nameplate capacity.
The project has 3 electric generators installed at the site.
The project construction commenced in 2006 and subsequently entered into commercial operation in 2009.
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.


Project of Al-Bassos
|Purpose||:||With a capacity of 18500 m3/day|
|Owner||:||Executive Authority for Water and Waste Water Projects|
|Main contractor||:||El Nasr Company for contracting (Hassan Alaam)|
Supply and erection of :
- 4 No. of pumping unit with capacity of each pump 160 L/S.
- Electric generator unit with power 175 KVA.
- Electrical cables – Al Sweidi.
- 2 No. of dewatering pumps with capacity of each pump 5L/S.
- 2 No. of transformer,200 KVA.


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NWC says low water storage levels affecting supply from Constant Spring system
The National Water Commission (NWC) says it is experiencing low storage levels at the Constant Spring Water Supply System in St Andrew.
It says this has resulted in many customers experiencing low water pressure or no water at all.
The areas affected include Constant Spring Road, Constant Spring Gardens, Norbrook, Cherry Gardens, Half-Way and Havendale.
Other areas in and around Constant Spring are also being affected.
The NWC says regular water supply will be restored as soon as the storage levels have improved.