Hydor Pico 750, centrifugal pump
Centrifugal pump for universal use, with compact size and adjustable flow rate up to 750 L/h.
Hydor Pico 750 pump is a compact centrifugal pump that isable to work with very low water levels and provide a regulated output flow of 750 L/h, with a maximum height of the water column of 40 cm.
Power: 6 W. We find it ideal for turtle tanks, aquaterrariums, small fountains, etc. May be used in fresh and saltwater tanks.
Dimensions: 5,2 x 6,5 x 3,8 cm
- 220-240 VAC
- Pumping head (H max)
- 40 cm
- Waterflow output
- 750 L/h
- For freshwater
- For saltwater


The Beaverdam Creek Dam Modifications and Transfer Pump Station project is designed to improve safety and reliability by bringing the dam into compliance with Virginia dam safety regulations for high hazard dams.
The project includes phased excavation, diversion of water, construction of a new concrete spillway, embankment improvements, control tower modifications, a new transfer pump station & electrical building, improved drainage systems, instrumentation and controls improvements, and a permanent stream crossing.
- Water access on Beaverdam Reservoir will close temporarily beginning November 1, 2016.
- The reservoir will be lowered at the start of construction and refilled to an intermediate level upon achievement of project milestone 1, the select excavation at the existing spillway and erection of a temporary reservoir cofferdam.
- Construction traffic to the site will be limited to Reservoir Road, off of Evergreen Mills Road.
- Contractor work hours: 7:30 AM – 4:00 PM
Water access on Beaverdam Reservoir will re-open to the public once construction is complete. For more information, visit www.loudounwater.org


The D15NP pressure reducing valve helps protect installations against excessive pressure from the supply. They can be used for industrial or commercial applications within the range of their specification. By installing a pressure reducing valve, pressurisation damage is avoided and water consumption is reduced. The set pressure is also maintained constant, even when there is wide inlet pressure fluctuation. Reduction of the operating pressure and maintaining it at a constant level minimizes flow noise in the installation.
- Cast iron construction offers maximum resistance to corrosion
- Non Rising stem enables compact installation
- max. 16 bar inlet pressure
- 0.2 - 2 bar outlet pressure
- Flanged connections to PN16, sizes DN50 to DN200


CNEEC-Sinohydro Consortium, has made a confirmation that the Zungeru hydroelectric power plant project in Nigeria is now 47% complete. CNEEC is in-charge of the development of the 700MW power plant project.
Xiao Nie, the deputy project manager explained this development during a tour to the $1.2BN project site in Zungeru, Niger State.
This power plant is made up of four units of 175MW each. Expectations are that it will be complete by 2020 following the power plant’s launch which was in 2013.
Zungeru hydroelectric power plant
The first phase of the project will be made known by December 2019. On the other hand, the remaining units will be launched after every three months.
“The project consists of a storage reservoir with a maximum operation water level of 230 metres. It also has a total storage capacity of 11.4×109m3,” Nie said.
“This power project’s annual power generation capacity is approximately 2,640GWh. We are also expecting that it will produce and supply electricity to the national framework,” he added.
“Zungeru hydroelectric power will be helpful for controlling floods. Additionally, it will oversee the development of fisheries and agriculture. Furthermore, there will be an extension of the open period as well as the length of the fairway,” he said.


Descripción del Producto
The ENTECH™ DRV-BN nozzle check valve was designed to provide three mandatory requirements of a check valve: non-slam, low pressure drop and virtually no maintenance in large diameter applications.
The key feature of the DRV-BN nozzle check valve is its inherent non – slam characteristics. This can be attained due to the valve reacting quickly to flow (velocity) changes that it outpaces the process changes and can reach the point of closure before it is possible for the flow to reverse.
The type DRV-BN nozzle check valve is used in a variety of applications such as water, oil, and LNG pump stations as well as in gas compressor stations.
The DRV-BN nozzle check valve is a large bore valve designed for compressor and pumping stations from 16 in. (400 mm) diameter and above.
In this size range ENTECH incorporates the following:
- The use of an annular ring design to minimize the weight of the disc to reduce the likelihood of fatigue and significantly improve valve response time to pipeline flow changes.
- Centralized single coil spring mechanism as the most consistent spring force design, extremely stable and responds rapidly to flow variation.
- Features a flow-spacer that allows the valve to be fully customizable to specific service and installation conditions and to be easily re-configurable in case of potential changes of customer plant flow performances over the years.
Cameron’s ENTECH™ nozzle check valve is designed to meet the criteria of conventional check valves by allowing forward flow under normal conditions, opening easily, firmly backseating at low velocity and closing on reverse flow with minimal seat leakage without slamming.


|Address:||South Orange Avenue
|Architect:||Tozour Energy/DCO Energy – Joint Venture|
As part of a performance contract, the $16 million project consisted of the replacement of two chillers with two new 2,500 ton, high pressure steam driven chillers. The project also involved the addition of a 2,000 ton electric centrifugal chiller, which provides the chiller plant with a much needed increase in capacity. New pumps with variable frequency drives and automatic flow control valves were installed at each campus building to improve chilled water delta T.


Dredging of River Niger To Be Completed In November
The dredging of river Niger in Nigeria which is the removal of sand and mud from the bottom which makes the water deeper for various benefits, such as use of the sand for construction and easy passage for ships and cargos is expected to be completed by November.
On the site of the dredging, men and equipment were seen, though work was moving at a slow pace. The Project manager Engr. Sylvester Odili said the sand will be supplied to Julius Berger for construction of the second Niger bridge which will improve transportation. He also said that the dredging will help avert flooding.


عنوان مقاله [English]
نویسندگان [English]چکیده [English]
Investigation on the causes of the water escape from Arbatan Dam is the main objective of this paper. The dam is located 50 km of North-East Tabriz in Azerbaijan-e-Sharghi province. The maximum capacity of the dam reservoir is about 27 millions m3 and is feeding by an artificial channel with 26 km length from Talkh-e-RoudRiver. The dam is constructed in 2005 and it is dewatered four years later due to water escaping. Geothechnial and field investigations show that Gypsifeerous marls with intercalations of Gypsum crystals are the main lithology of the site. A Salt layer has also been recognized in 35m under the reservoir. It seems the water has been reached to salt layer by dissolution of gypsum layers. The salt layer dissolution has been caused the underground channels and sinkholes, consequently. Roof falling of the underground channels caused the ground subsidence and the dam axis has broken. The same tendency of sinkholes and land subsidence with layers strike in the study area confirms the obtained result.


The heart of the system is a thermal power station, which was refurbished and expanded to accommodate four heat pumps with a total capacity of 24 MW, as well as two emergency gas boilers. A new structure on the building houses a data centre, the roof and façades of which are covered with photovoltaic panels.
A new pumping station and a new lake pipeline were constructed on the shores of Lake Geneva, doubling the pumping capacity of the installations serving both the EPFL and the University of Lausanne to 2700 litres/second.
In addition to these major works, the hydraulic network was expanded through the construction of new pipelines. The heat and gas distribution networks have also been reinforced.


V-2 Pneumatic Piston Pump™ 101
The V-2 Pneumatic Piston Pump™ is Blackhawk's most versatile pneumatic reciprocating piston pump. It is designed for the broadest range of pumping applications and environments, including hot or harsh landfill leachate, gas-well dewatering, condensate-recovery sump, hydrocarbon remediation, and groundwater pump applications. Model 101 maintains steady flow to depths of 555 feet (169 meters).
The V-2 Model 101 is a reciprocating rod, positive-displacement piston pump powered by industrial-quality compressed air. The motor is at surface grade, above the wellhead for easy installation and maintenance. Power to the pump is direct from surface through the sucker-rod assembly. The fluid inlet is at the pump bottom intake and removes fluid to 0 submergence depth.
- Landfill Leachate
- Gas Well Dewatering
- Directional Wells
- Ground Water Remediation
- DNAPL Recovery and LNAPL Recovery


South Row Project of Dushan on Hangjiahu
Hangjiahu Lake’s South Paiping Lake Pond Extending and Dredging Dushan Waterlogging Drainage Project is one of the planning projects to improve the drainage capacity of Hangzhou Bay to the south and recommended in the "Several Opinions on Strengthening Flood Control Construction in the Taihu Basin from 2001 to 2010" approved by the State Council. It is the recent construction project of the "Hangjiahu Area Flood Control Plan" approved by the provincial government and has been included in the "Taihu Lake Basin Flood Control Plan" approved by the Ministry of Water Resources. The construction of the project will play an important role in flood control in the river basin, flood control in Hangzhou-Jiaxing-Huzhou area, and flood control in cities such as Jiaxing and Pinghu; at the same time, it can also improve the comprehensive benefits of shipping conditions and river network water environment.
The Hangjiahu South Paiping Lake Pond Extending and Dredging Dushan Waterlogging Drainage Emergency Project is the first implementation project of the Hangjiahu Nanpai Dushan Waterlogging Drainage Project. The project is grade I. It is located in Huanggu Town, Pinghu, Jiaxing. It consists of Dushan Drainage Gate and Dushan Ganhe (Guocun to Dushan section), Yangqiao Navigation Control Gate, Huanggutang Navigation Control Gate and other control gates. According to the approval of the preliminary design report of the project, the Dushan Drainage Sluice is designed according to the 100-year once-in-time standard, and 200-year-in-time check. The net width is 40m (5 holes×8m), the floor elevation of the gate is -2.8m, and the total displacement is 298 million cubic meters. ; The newly opened emergency section of the Dushan Dry River is 2.9km long, 89.4m wide, 48m bottom width, river bottom elevation -3.80m, embankment top elevation 3.20m, and embankment top width 5m. The total construction period is 36 months and the total investment is 386 million yuan.
After the completion of the project, the direct beneficiaries will be in the southern area of Jiaxing City, including Xiuzhou District, Nanhu District and Pinghu City. It will protect 3.3 million people and protect 3.1 million mu of cultivated land. The indirect protection area is the eastern plain of Hangjiahu Lake, with a total area of 7446 square kilometers, benefiting an area of 860 square kilometers.
TIANMING HEAVY INDUSTRY


Port Consultants Rotterdam conducted a dredging study for the port of Hazira. The Port of Hazira is primarily built for LNG facilities, and later expanded with a basin for a container terminal. The high current velocities of the port entrance yielded a serious design challenge. These conditions were difficult for the construction of breakwaters and dredging works either. Monsoon waves and swell affected the works further. The high silt load of the current causes large maintenance volumes in the port basin and the entrance channel. Part of the dredging study included cost estimation of capital dredging and exploring maintenance dredging strategies. Maintenance schedules combining trailing suction hopper dredgers and water injection dredgers have been tried and tested in order to minimize annual maintenance dredging costs.


Solar Water Pumping System
This multi stage Solar Water Pumping System is equipped with energy efficient copper motor. This high pressure based submersible type pump is used for supplying water. Its voltage requirement is 24vDC and frequency is maximum 50 Hz. Its115 m head has 2m3/h flow rate. This Solar Water Pumping System can endure maximum 70 degree C water temperature. Its deep well pump dimension is 76 mm. Housing of this system is made of 304 grade stainless steel. Long working life is one of its key aspects.
B No. B-317, 3rd Floor, D.B Gupta Road, Motia Khan, Paharganj,, New Delhi, Delhi, 110055, India


Poster Title: Beneficial Use of Dredge Materials for Marsh Habitat Creation on the Mississippi Gulf Coast
Presenter: Mr John Bourgeois
Abstract: The program included the assessment, planning, and design of containment berms in sensitive environments to restore coastal marsh habitat through the placement of dredge material. The projects included marsh restoration at the mouth of the Wolf River in St. Louis Bay and North Beardslee Lake near the Pascagoula River. The projects included containment berm design including stability and settlement analysis, consideration of wind/waves on the survivability of the projects, hydraulic design of weirs, erosion control design, and construction document development.
Poster Title: Creation of Living Shorelines on the Mississippi Gulf Coast
Presenter: Mr Will Pentecost
Abstract: The project included the assessment, planning, and design to improve the resilience against seaward erosion of a stretch of Front Beach in Ocean Springs, MS through a natural system of erosion control measures supplemented with engineered technology.


Syncra 2.0 SICCE Water Pump (2150 L/h)Sicce
Syncra 2.0 SICCE (2150 L/h) is a submersible water pump that can be used both inside and outside the water tank. It is made with durable materials that ensure optimum performance.
- Power efficient (32W)
- 2,150 L/h flow
- Quiet running
- Built-in suction pads and connecting tube


Natural Drainage Systems (NDS) and Pedestrian Improvement Designs
This project consists of designing and constructing natural drainage systems at three locations in the Delridge and Westwood neighborhoods. The project goals are to improve Longfellow Creek water quality, reduce drainage and flooding issues, and improve pedestrian safety.
Construction for the Longfellow Creek Natural Drainage Systems (NDS) project is scheduled to begin April 2022 and is expected to go through Fall 2023. Visit the project webpage for the most up-to-date construction information.


The hydraulic cylinder can lift up to 10 tons and is connected to a hydraulic pump which is attached between the sphere shells. It can be operated from inside and outside.
The hydraulic cylinder which lifts up the upper half sphere is attached only a few centimeters behind the rotation axes of the sphere, the hinge. Therefore, huge forces are applied to the hinge and the cylinder. While moving only by approx. 5cm, the upper half-sphere lifts up to a distance of approx. 50cm on the opposite side.


Karcher SDP7000 Submersible Dirty Water Pump Reviews
Product Type: Karcher Garden Irrigation
Description:Model ID SDP7000 / Brand: Karcher / Type: Dirty Water Pump / A high volume entry level submersible flood pump designed to remove dirty water with particles up to a max size of 20 mm at high speed / Can be used in ponds, pools, flooded areas etc / Features include a water level ... more
Karcher SDP7000 Submersible Dirty Water Pump ... float switch that allows the pump to work automatically between two predetermined levels, integrated handle for easy transportation and storage and hose connector offering ease of hose fitting to minimise thread damage.
Price Comparison for Karcher SDP7000 Submersible Dirty Water ...
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CRI 1 HP Domestic Water motor pump DORA100
CRI 1.5 HP Domestic Water motor pump CHAMPEE150
CRI 1 HP Domestic Water motor pump SELFY101, Vertical Suction 8 Mtrs, Horizontal Suction >30 Mtrs
CRI Monoblock Pump are driven by a totally enclosed fan cooled AC induction two pole motor which makes it ideal for functioning for longer duration. Motor stator is made of low watt loss silicon laminations which is put together under pressure and firmly locked in the frame.


The cabinet has approved in principle a 17.6-billion-baht project to build a run-off drainage canal in Ayutthaya province to mitigate flooding in the old capital.
With a capacity of 25 million cubic metres, the Bang Ban-Bang Sai canal will move water from Muang district at 1,200 cu m/s. When combined with the capacity of the Chao Phraya River, water can be drained at 2,400 cu m/s, said Col Athisith Chainuwat, assistant spokesperson for the Prime Minister’s Office.
The 23km canal comes with two-lane roads on both sides, a control building, watergates to drain or store water for the dry season, as well as bridges and other necessary structures.
The project will relieve flooding in the Chao Phraya plains — from the end of the Chao Phraya Dam to the Gulf of Thailand.
Also benefiting from the new canal will be around 230,000 rai of farmland in Muang, Bang Ban, Bang Sai, Bang Pa-in, Phak Hai and Sena districts in Ayutthaya and Pa Mok district of Ang Thong province.
The Royal Irrigation Department will conduct a survey, handle the design and acquire land so the canal can be completed by 2019.


Nathan Avenue to Rose Brea Drive Storm Sewer Improvements
Impacted Ward: 2
Contractor: Bi-State Utilities
This purpose of the project is to alleviate frequent flooding along Woodlawn Drive and Gustane Drive. The conceptual project is to replace the undersized conveyance system and increase the inlet capacity.
Virtual Road Show
The existing drainage system upstream of rose Brae Dr. is undersized with capacity issues causing localized flooding along Woodlawn Dr., Gustane Dr., Cunningham Ct. and Nathan Ave. Learn more through our Virtual Road Show:


With the vertical integration of the general contracting industry chain as the core and facing the global market, CHMC provides engineering construction services in the primary modes of EP, EPC and BOT for thermal power generation, hydroelectric power generation, nuclear power generation, thermal cycle power generation, wind power generation and power transmission and transformation projects, forming a complete industrial chain of project establishment, feasibility studies, project planning, investment and financing, investigation, engineering design, construction, equipment supply, installation, commissioning and operation.
The Tigyit Power Plant is the first coal-fired power plant in Myanmar, with a total installed capacity of 2 x 60 MW. The project is highly valued by the Myanmar government. CHMC signed a general contract with Myanmar State Electric Power Co., Ltd., and is responsible for the design, supply, civil construction and installation of complete sets of equipment for the power plant. The completed power station has alleviated the pressure of electricity consumption during Myanmar’s dry season and filled the gap of thermal power generation in Myanmar.
The Chongqing Songzao 2×150 MW Coal Gangue Comprehensive Utilization Power Generation Project is located in Anwen Town, Qijiang District, Chongqing and is owned by Chongqing Songzao Electric Power Co., Ltd. with an installed capacity of 2 x 150 MW. It is a typical pithead power plant and also a key construction project during Chongqing’s 11th Five-Year Plan period. CHMC has contracted 2 x 150 MW condensing steam turbine units and transformers for Songzao Electric Power Co., Ltd. In addition, CHMC has also contracted a complete set of thermal power generation equipment for its own power plant of the Songzao Mining Bureau.
The Kuching Power Station project is located in Kuching City, Malaysia. The installed capacity of Phase II is 2 x 55 MW. In cooperation with CMEC, CHMC undertakes the supply and technical services of coal conveying systems and coal mills at the power plant.
The Cua Dat project is located in Thanh Hoa, Vietnam, and is owned by Cua Dat Hydropower Co., Ltd., Vietnam. The total installed capacity of the hydropower station is 97 MW. CHMC’s responsibilities include general contracting for the design, supply, transportation, installation, commissioning, guidance and training of mechanical and electrical equipment of the hydropower station.
The SDIC Hainan Pure Low-Temperature WHR Plant technical renovation project has a new installed capacity of 8 MW. CHMC has taken on the EPC general contract for project design, civil engineering, supply, installation and commissioning.


Product Code : Fully Automatic Water Level Controller
Brand Name : Ecosys Efficiencies Pvt Ltd
Price And Quantity
Minimum Order Quantity
Automatic water level controllers are a product that was created to automatically control a motor, which helps to ensure a constant reserve of water in a storage tank. These automatic water level controllers are used to automatically fill the over-head tank when it starts or has become empty as well as monitor the water level in it.


This project included the S.R. 21 widening, the closure of the existing Reelfoot Lake spillway, and the completion of the new Reelfoot Lake spillway and channel in Lake and Obion Counties, Tennessee. Highlights of this project include over 535,000 cubic yards of excavation and embankment; an intricate dewatering system to allow for spillway construction; the new reinforced, cast-in-place concrete spillway structure; spillway access roads; over 1 mile of spillway channel construction; reforestation; utility relocations; the replacement of the S.R. 21 bridge over the spillway channel; and over 18,000 square feet of 74’ long sheet piles to close the existing spillway structure. The new spillway structure included approximately 5,300 cubic yards of concrete; 464,000 pounds of reinforcing steel; the gates and operating equipment, as well as electrical service to run the equipment; the stop logs and accessories; and the access bridge. The new spillway structure was built to replace the aging, existing structure and to improve the lake level management of Reelfoot Lake.


Submersible Water Pump 220V 25W
25W Ultra-Quiet Submersible Water Fountain Pump Filter Fish Pond Aquarium Water Pump Tank Fountain 220V
Scope of application: a wide range of fields such as aquarium fish tanks, garden fountains, flowing water crafts, water-cooled air-conditioning fans, mechanical equipment, etc.
Voltage: 220V-240V/50-60HZ, 110V-120V/60HZ
Flow rate: 1200L/H
Voltage: 220 V


IMPRESA PIZZAROTTI & C. SPA
Address: 1, v. A. M. Adorni 43121 Parma (PR)
Keywords associated with this company: aqueducts, building automobile silos with rotating platforms, building of town halls, construction of aircraft hangars, construction of airport runways, construction of hospitals, construction of hydroelectric power plants, construction of long-distance lines, construction of man-made lakes, construction of supermarkets and shopping centres, construction of theatres, construction of tourist harbours, construction of underground subways, construction of water canals, Fossil-fuel power stations - installations and equipment, infrastructure construction, installation of motorway lighting works, large civil and industrial building projects, major building works, major project and infrastructure building companies, Marine, multi-level car park construction, photovoltaic solar energy, photovoltaic systems, rail and tram industry, railway and tramline installations, river and lake work, road and motorway viaduct construction, Shipyard building, stadium construction, street lighting, street lighting systems, transport infrastructures, university construction,
Contact withReply by email
Transport infrastructures and civil works constructed. Since 1910, large building works carried out, work for public and private sectors. Roads, motorways, railway lines, bridges and viaducts. Underground lines. Engineering works for the hydroelectric sector and navigation. Airports, ports, breakwaters, quays, docks, wave breakers. Construction of dikes and artificial lakes. Piping and conduits. Residential, commercial and manufacturing buildings, hospitals and car parks constructed.


Cast Iron Pump, with a very high hydraulic performance and a considerable pressure capacity.
Cast Iron Pump Specification
Operating conditions: 1. Max.working pressure 8 bar 2. Liquid temperature up to 60ìC 3. Ambient temperature up to 40ìC 4. Total suction lift up to 9m 5. Continuous duty Motor: 1. Two-Pole induction motor(n=2900r.p.m.) 2. Insulation Class B/F 3. Protection IP44 Material: 1. Pump body: Cast Iron 2. Motor Support: Cast Iron 3. Impeller: Brass/Noryl 4. Diffuser: Noryl 5. Shaft with rotor: Hi-Cr plated 45# Steel/Stainless Steel 6. Mechanical seal: Carbon/Ceramic Application: -Self priming jet water pumps with a very high hydraulic performance and a considerable pressure capacity. -Able to pump up to mt.9 depth and work perfectly even in soda-water -Suitable for water lifting and distribution in domestic fittings by small and medium sized
The 3D2-S High Pressure Pump is small size, compact strcture, stable driving, lower friction coefficient, low temperature, etc.,
The splash or forced lubrication will be used for the power end with teh characterisitics of small size, compact structure, stable driving, lower friction coefficient, low temperature and suitable for long time


Taiyang Company The Taiyuan Pipeline Project The Taiyuan pipeline project was a major project of the Taiyuan Province of China, which was the first in the Taisha-Aoichun region, to build new pipelines to the commercial and industrial markets, as well as to develop the infrastructure. The project was announced on 10 August 2016. The project, which was conceived by the Taiyutan Provincial Administration (TAPO), has been implemented in five phases—phase I—from June 2016 to June 2017. The project is being planned to begin in 2017 and be completed in 2019. The project was launched on 4 August 2016, and implemented in four phases: phase I—reconstruction of the pipeline, phase II—post-construction of pipelines, phase III—construction of new pipelines, and phase IV—framing of the pipeline. Phase I, which was designed and funded by the Taiyi Junan Foundation, is currently under construction. The project will be completed in phase III, and in phase IV, the project will be finished in phase III. Phase I Phase II Phase III Phase IV Phase V Phase VI Phase VII Phase VIII Phase IX Phase X Phase XI Phase XII Phase XIII Phase XIV Phase XV Phase XVI Phasellan Phase References Category:2016 establishments in Taiwan Category:2017 establishments in China Category:Taiyuan Province Category:Cooperative projects Category:Construction of Taiyuan Category:Transport in Taiyuan County Category:Buildings and structures in Taiyutuan County Category:Pipelines in Taiwan Taiyang Category:Tourist attractions in Taiyu CountyTaiyang Company The Taiyuan Pipeline Project The Taiyuan pipeline project is a strategic strategic initiative of the Taiyuan National Mining Corporation for the construction of the Taiyang-Tianyang Pipeline and the Tianyang River Project, in Hengshan, Taiwan.
Porters Model Analysis
The project was started by the officials of the Taiyo-Tian Yangtze-Tianjing Railway Station (TIAN) and the Taiyue Railway Station. The project aims to expand the infrastructure of the Taiyi-Tianyuan Railway Station into the Taiyi River and the Taiyang River Basin by providing the necessary infrastructure for connecting with the Taiyui River, and to carry out a comprehensive and efficient transfer of water from the Taiyucan Basin to the Taiyukan Dam. Construction of the Tai Yangtze and Yangtze River Basin Pipeline The construction of the construction of Taiyang-Yangtze and Taiyang-Yinjing Canal (TC) was started by various officials of the TIAN and TIANyang Railway Station and the Taiyo Railway Station. The TIAN Railway Station is the first railway station to be constructed in the Taiyang basin. The Tianyang Railway Station has been the location of the Taiiwai-TianYangtze-Yangtzedan Railway Station since it was opened in 1964. The construction of the Tian Yangtzedan Canal has been started by the TIAN Railway station and the TIAN Yangtzedani Railway Station. Since the construction of TIAN Railway, the railway stations have been equipped with bridges. The railway station and the railway station of the Tianshui Railway Station have been equipped for the construction and maintenance of the railway stations.
Porters Model Analysis
The construction activities of the railway station and railway station of TIAN railway station were started in 2004. Between 2004 and 2008, the construction of a new railway station was carried out on the basis of the TAN-A-Tianyi Railway Station. This railway station was constructed on the basis that the traffic was carried out by local railway companies. The construction work was carried out in partnership with TIAN Railway and TIAN Yangyotsu Railway Station. In this project, the construction activities of TIAN Yangtu (TIAN Yangtze) and TIAN Tianshü (TIAN Tianshu) were carried out. In addition to the construction work of the TIA-Tianxiao Tianxiao Railway Station, the construction works of the construction works carried out on a basis of the construction work carried out on TIAN Yangxiao Railway (TIAN-Yonzhi) station and TIAN-Shi (TIAN Shi) station. In addition to the work of the construction activities carried out on Biodiversity and Conservation Biodiversity, the construction work on the construction of bridges carried out go to my blog YTTC-Tian-Yonxiao-Tianzheng Railway (TICAL-Yonkotzhi) and TICAL-Shi-Tianzhong Railway (TIC-Yonzhong) stations. In a project carried out on a knockout post Tianxiang Railway (Tianyang) station, construction on the construction works on TIAN-Tianyou Rongkong Railway (Tsianyang-Tianshui) and see this website Railway Station was carried out.
In a further project carried out by the Tianyuan National College, the construction projects of TIAN-Yianxiao (TIAN Yjia) and Tianyang-Yunan (TIAN yuan) stations were carried out on other construction projects, such as the construction of construction of the Chinese Railway Canal Station, the extension of the Chinese railway line to Taiwan, and the construction of extension of the Yangtze river to the Yangtzhuang River. As a result of the construction projects carried out on these sites, the construction facilities of the main bridges and the construction work for the Taiyang river basin were provided. However, the construction operations on the Taiyang and Yangtzing rivers were carried out in the same manner. The construction works on the Taiyu River Basin were carried out from April 2004 to June 2008. In addition, the construction on the Taiyi and Yangtzi rivers was carried out from March 2008 to December 2009. In thisTaiyang Company The Taiyuan Pipeline Project The Taiyang Company (Kokkai: Taiyang Press) is a company located in the Taiyang District of Taiwan. They are located in the central part of the Taiyuan City in Xingtai, Taichung County. Their main duty is to construct the Taiyang Pipeline Project as the Beijing–Shenyang Line.
Construction of the pipeline began on 25 April 2001, the day before the first round of the 16-km project project was to be completed. Construction began on 2 November 2002, the day after the first round, and the pipeline was extended to 6 February 2003. The pipeline will be the first in the project to be completed to date, and will make as many as 6km of possible pipeline length to the Beijing-Shenyang line, which runs along the Taiyan River, to the Beijing–Yueping River. The project will create an additional 14km from the Taiyun River in the southern part of the city. The route will connect with the Beijing-Yueping Road, a long route led by the Beijing–Kunming road, which connects the Beijing–Guangzhou-Xueyang road with the Beijing–Jiangsu Road, a road led by the Gui River. The project is expected to be completed by the end of 2004. References External links Category:Cities and towns in Taichung


Uttarakhand Urban Sector Development Investment Program- ADB Financed (UUSDIP) [Year 2008 to 2018]
To facilitate basic amenities i.e. water supply and sewerage to the public the UUSDIP program had been executed in Uttarakhand state. The program was assisted by Asian development Bank, through Govt. of India.
The program had been executed in two tranches.
- 255 Km Water supply network, 7500 House service connection, 6 High efficient tubewells, 3 Water treatment plant of total capacity of 56.5 MLD with 10 MLD capacity softening plant had been installed, including other construction works in Dehradun town.
- 74 Km Water supply network, 7800 House service connection, 6 water reservoir of total capacity of 8300 K.L. and 11 MLD capacity Water treatment plant had been installed, including other construction works in Ram Nagar town.
- 107 Km water supply network, 6000 House service connection, 22 water reservoir of total capacity of 9456 K.L, a softening plant having capacity of 1 MLD and 4 tube wells and other construction works had been executed in Nainital town.
- 197 Km. Water supply network, 16000 House service connection, 8 tube wells, 3 water reservoir of capacity of 2800 K.L and other infrastructural works had been completed in Roorkee town.
- 11 Km. Water supply network, 17 water reservoir of total capacity of 12250 K.m and other construction works had been done completed in Haldwani town.
- 129 Km. Sewerage network, 8500 free of cost House service connection and construction of the largest capacity of 68 MLD sewerage treatment plant had been completed for Kargi zone of Dehardun town.
- 75 Km. Sewerage network and construction of 33 MLD Sewerage treatment plant had been constructed in Roorkee town.
- Beautification related infrastructure had been completed in Rajpur Road corridor, Dehardun.
- Modification of water sources, establishment of pump houses and other works i.e re-construction and restoration works had been completed in Haridwar, Nainital, Dehradun, Haldwani and Ram Nagar towns.
Project Completion Reports :-


INCREASING JET LENGTH AT LOW DISCHARGE FOR THE SKI-JUMP SPILLWAY OF KEBAN DAM
The most important disadvantage of the ski-jump spillways is the scouring at the downstream of the spillway where the flow hits the ground. For this reason, it is important that the flow is thrown from the end of the spillway to a safe distance. In this study, a spillway model was designed to provide a safe distance at low discharges. In order to examine the efficiency of the new model, firstly, a basic ski-jump spillway model with 220 toe angle was constructed. On this model, several experiments with various discharges were performed. All experiments of the first model were repeated on the newly designed model. The efficiency of the new model was examined by comparing the results of the experiments of the two models.
Key Words: Ski-jump spillways, Jet trajectory, Jet length


Comprises the following: Feasibility studies, condition surveys and capacity assessments, flood and stormwater management, water distribution networks, bulk water supply pipelines, reservoirs, elevated water towers, pump stations and bulk pipelines, water and sewer reticulations and outfall sewers, storm water drainage systems and canals, flood line determination, attenuation dams, dam safety inspections and water and wastewater treatment.
Nyeleti Consulting – areas of specialisation:
A few photos of typical projects undertaken by Nyeleti's engineers.
Projects successfully completed:
The Gezina Bulk Water Pipeline was constructed to replace an existing pipeline that reached the end of its design-life. The project entailed the construction of 8.3Km of ND500 steel pipeline and 18 concrete valve chambers. The final construction value of the project was approximately R65.4 million.
Mphego Village is located within the Thulamela Local Municipality area approximately 7km East of Thohoyandou. The primary objective of this project was to ascertain that Mphego and Tshikhudini villages receive adequate water supply and that there is sufficient storage for all two villages. Mphego has 1160 households and Tshukhudini has 1500, it was also a requirement that Mphego be fully reticulated with metered yard connections. Mphego's water reticulation network would be upgraded and pipes sized according to DWA guidelines. Pipe classes ranged from class 9 to 16. A new 2.4 ML concrete reservoir was required for the shortfall in storage capacity.
Malamulele West RWS project is a water Reticulation project done by Nyeleti Consulting at Malamulele for the Vhembe Municipality. It is composed of five phases made up of 21 villages in total. The first two stages are complete and the project is now currently in the third and fourth phase. The villages vary in sizes with Phaphazela being the biggest village made up of over 2000 stands and Tambaulate being the smallest with just 97 stands. The project scope ranges from water reticulation design (RDP standard) to design of storage reservoirs, elevated tanks and bulk pipelines.
More information on Municipal Engineering Download


Paddle mixer Nowicki
Paddle mixer Nowicki with a capacity of 400 litres. The machine has a capacity of 400 litres and is equipped with a single-shaft paddle stirrer. The device is an open mix with a capacity of 2.2 kW. The product is released through the hydraulic tilting of the mixing bowl.


The government is ready to build a hydroelectric power plant in Maung Banjar Negara, Central Java after received an investment injection of US$650 million from South Korea’s power generation industry, Korea Southern Power Co., Ltd. (KOSPO). The project is expected to drive the government’s interest in supplying electricity through green energy by 23%.
The project is under the auspices of PT Indonesia Power and PT Nindya Karya after the two companies signed a memorandum of understanding (MoU) on Friday. The construction of the project will take approximately four years with an investment of around Rp10 trillion (US$714.28 million). Nindya Karya is expected to build the dam in two years followed by the plant construction by Indonesia Power.
The power plant, which is planned to produce 230 megawatts of electricity, is aimed to meet the new and renewable energy mix by 23% until 2027. In addition, this hydropower plant also aims to reduce sedimentation in the Mrica Reservoir, dam of the Serayu River, with an installed capacity of 180 megawatts.


Tellico Dam Resisters' Reunion Video 6d
Video of the November 15, 2009 reunion of the resisters of the Tennessee Valley Authority's Tellico Dam and Reservoir Project. Peter Alliman speaks.
Digital Commons Citation
Tellico Dam Resisters' Reunion, "Tellico Dam Resisters' Reunion Video 6d" (2009). Snail Darter Documents. 59.


Sunday, September 23, 2018
Local Rivers on the Rise
A Flood Warning will go into effect for the Pecatonica River near Freeport later this week. Current river stage is at 12.4ft, and rising. Flood stage is 13ft. Minor flooding is expected later this week along the Pecatonica River in Freeport, especially the east side of town. The river level is expected to rise to 13.1ft by Tuesday morning, just over minor flood stage.
A Flood Advisory remains in effect for the Rock River at Rockton, Latham Park and Byron. While not expected to rise into minor flood stage, the Rock River is close in action stage, but is forecast to fall through the end of the week.
The Rock River at Rockton is currently in action stage at 9.4ft - flood stage is 10ft. The river in this location is expected to continue to fall. The Rock River at Latham Park is currently at 9.6ft, with minor flood stage at 10ft. The current forecast calls for this portion of the river to fall through the week. The Rock River at Byron is also in action stage at 10.9ft - flood stage is 13ft. The Rock River in this location is expected to remain steady just under 11ft through the end of Monday.
There isn't a lot of rain expected this week but showers and thunderstorms will add a little more water to the river basin of the Rock and Pecatonica Rivers. There is another system by the end of the week that does need watching, especially if a stationary boundary sets up over northern Illinois and southern Wisconsin.
You can find the latest river levels, as well as any active Flood Warnings or Advisories here.


07/17/2017 02:41 PM UTC through 07/18/2017 04:40 AM UTC
Update to NWS-IDP-PROD-2452305-2294976
Flood Warning issued July 17 at 9:41AM CDT expiring July 22 at 7:00AM CDT by NWS Chicago ILAlert
Des Plaines River near Russell affecting Lake County
Des Plaines River near Gurnee affecting Lake County
Des Plaines River at Lincolnshire affecting Lake County
Des Plaines River near Des Plaines affecting Cook County
Des Plaines River at Riverside affecting Cook County
...The Flood Warning continues for the following rivers in
Fox River at Algonquin Tailwater affecting Kane and McHenry
Fox River at Montgomery affecting Kane and Kendall Counties
The Flood Warning continues for
The Des Plaines River near Des Plaines.
* until Saturday morning.
* At 845 AM Monday the stage was 18.9 feet.
* Flood stage is 15.0 feet.
* Recent activity...Gage datum was changed by 10 feet on Nov 14 2014.
Flood thresholds and flood impacts are now 10 feet higher than
* Moderate flooding is occurring and Moderate flooding is forecast.
* Forecast...The river will continue to fall to below flood stage by
early Saturday morning.
* Impact...At 18.6 feet...Melrose Park - 1st Avenue pump station
Safety message...If you encounter a flooded roadway...turn around and
find an alternate route.
Sender: NWS Chicago IL
Sent: 14:41 UTC on 07-17-2017
Sender Email: email@example.com


A port area is being developed on the North Holland Canal south of the municipality of Alkmaar.
The port will be large enough for cargo ships up to shipping class CEMT Va. The project includes the realization of the quay construction of the port, the excavation of the harbor basin, the establishment of an ecozone, the preparation of the industrial plots for construction and the construction of the Aventurijnstraat (including the future flood defence). The harbor will be designed as an inlet harbor and longitudinal quay and will contain more than 650 m of quay construction.
Commissioned by Beens Groep B.V. makes GEO2 Engineering B.V. the design of the quay structure. This includes the design of the sheet piles and anchoring. Stability and settlement of the subsoil are also considered.


Upgrades, Tennessee Valley Authority Paradise Fossil Plant
This project included the complete removal of two existing belt feeders and the installation of two new mass flow gates and hydraulic power units. Extensive work was done to modify the existing hoppers, tail pulleys, and conveyor system to align with the new mass flow gates. The project was complete in an around the clock effort during a one week shutdown period. The project was completed on time and within budget with no lost time accidents.


Submersible Pump Cable
Downhole extraction systems are critical for crude oil extraction, and submersible pump cable price is an important component in these systems. The reliability of the electrical power supply to an Electrical Submersible Pump (ESP) system depends on the performance and reliability of the power feed through to the wellhead, power cable, motor lead cable, pig tail connectors and related equipment such as the pump and motor. These ESP cables offer an efficient, rugged and easy to handle solution that delivers reliable performance in a package that is straightforward to install and maintain. The cable for submersible oil pump is used as the power cable of the submersible oil pump unit which is fixed-laid in oil well of the land or platform on the sea.


▲ Heavy Duty Design
▲ HW series lift tables meet EN norm and ANSI/ASME safety standards.
▲ These models can be used in above-floor or in-floor pit applications.
Standard Features of HW series:
With CE certification, meet EN 1570 ANSI/ASME safety standards.
Convenient electric and hydraulic system scissor design for easy lifting, lowering.
AC 110/220/380/460V,50/60Hz power supply, low-tention (24V) control box.
Applicable to various industries, especially in warehousing, logistics, manufacturi...


The new spillage route at the Bergeforsen power plant required cutting-edge engineering expertise and the seamless consolidation of different aspects of the project.
The majority of hydro-electric power plants in Sweden were built before the 1960s. Revised safety regulations and preparations for the climate change create a need for making major improvements to them. The goal is to improve their safety level clearly.
The Bergeforsen power plant, owned by Vattenfall AB and Eon Vattenkraft Sverige AB, was built in the mid-1950s and is located the most downstream of all hydro-electric power plant on the river Indal. Its tailrace channel releases the water at sea level near Timrå. The height of the backwater is 23 metres.
At Bergeforsen, Lemminkäinen has constructed a new spillage gate and related channels to complement the three existing gates. The new spillage gate increases the spillage capacity from 2,300 m³ per second to 3,800 m³ per second and improves the safety level of the power plant significantly.
The value of the project is approximately EUR 43 million and it encompasses temporary cofferdams, concrete structures for the gate systems, open pit excavation for the surge tank and a railway underpass which was used throughout the project. The project also included extensive landscaping. The popular pastime of the region, salmon fishing, has been taken into account by building a hiking route with piers next to the shaped bank made of blasted stone.
Heavy concrete structures, special excavation, mass hauling and landscaping required versatile expertise in engineering and practical execution and the consolidation of different aspects. In addition, the construction of cofferdams for an environment with high water pressure and the 50-metre deep surge tank built next to a residential area demanded solid know-how.
The gates of the Bergeforsen hydro-electric power plant were installed in August 2013. Construction started in summer 2011 and the entire project was completed in spring 2014.
Additional information on the project:
+46(0)76 79 72 70 7


Appendix A (FIG. A1). Location of each restoration project in Germany (A) including its position within the river network (B, C) and the land use in the catchment draining to each restoration site (D, E). The investigated restoration projects are represented by different numbers.
|(A) Location of analyzed restoration projects in Germany|
|(B) River network||(C) River network: detail|
|(D) River network||(E) River network: detail|


Rygol Water Power Plant
A seven-valve steel weir with iron and concrete abutments is installed on the Rygol River. It was built where the old weir was located, destroyed in 1948. It drains excess water from the Czarna Hancza River, which drains into the Marycha River through Szlamica, as well as Lake Głębokie and the border Lake Szlama, and then flows into the Nemunas. In Rygola, on an appropriately prepared section of the Shlamitsa, a private hydroelectric power plant was erected in 1990 to supply electricity to the surrounding villages.


Through the construction of the pumped storage power plant Reisseck II, VERBUND is not only investing in the expansion of renewable energies but - in connection with the existing power plants Malta and Reisseck - is also creating one of Europe's most efficient hydropower plant groups in Carinthia's Möll Valley.
The high Alpine project area for the pumped storage power plant Reisseck II is located in Mühldorfer Graben at a height of up to 2,300 metres (m) where the Great Mühldorfer Lake will later function as an upper basin. The cavern power plant Reisseck II will be erected 1,585 m above sea level in the mountain and equipped with two powerful pump turbines.
Similar to a normal storage power plant, Reisseck II will produce peak electricity in high demand periods, whereby water will be transported via a works water channel from Great Mühldorfer Lake to the two turbines that drive the generators. The processed water will run into a lower basin.
Both of the machines units in the mountain can be switched to pump operation, whereby the generators will then function as motors and the turbines will pump the water from the lower basin back up to the upper basin. Pump operation will take place during the day when the European grid is carrying more electricity than is required by the consumers. Energy which, for example, comes from the large wind farms or the Danube power plants can be saved in the form of pumped-up water. The pumped storage power plant Reisseck II will therefore function as a "green battery" in the Alps. The power plant will have a capacity of 430 megawatt (MW), both in turbine and pump operation. This corresponds to the electricity generating capacity of approximately 200 wind turbines.
On completion of the rock cavern for the power plant in 2011, the boring of the works water channel to Great Mühldorfer Lake commenced in the first half of 2012 with an 880-ton (t) and 220 m tunnel boring machine. The assembly work on Austria's largest power plant construction site commenced in summer 2012. 300 experts are currently working on this high Alpine site. The newest VERBUND pumped storage power plant Reisseck II will be commissioned in 2014. The total investment volume amounts to € 385 million.


Pelican Lake water level at bottom of normal range
Tim Brody - Editor
After high water levels led to localized flooding in the Sioux Lookout area this spring, the water level of Pelican Lake is now at the bottom of the normal range according to Lake of the Woods Control Board (LWCB).
LWCB shared that the water level on Pelican Lake, as of Nov. 1, was about an inch higher than it had been a year ago on Nov. 1, 2021, both a bit above the 25th percentile (“in other words a 1-in-4 year low for Nov 1, or bottom of the normal range,” LCWC shared).
People can look at data for the water level on Pelican Lake from Water Survey Canada at: https://wateroffice.ec.gc.ca/report/real_time_e.html?stn=05QA006&mode=Graph&startDate=2021-10-31&endDate=2022-11-10&prm1=46&y1Max=&y1Min=&prm2=-1&y2Max=&y2Min=


TERNA ENERGY is developing a number of small and large hydroelectric projects in various regions of Greece.
In 2006 the company started the construction of the first two small hydroelectric projects with a total installed capacity of 18 MW. Both of them are now in operation (Eleousa – 6.6 MW, Dafnozonara – 11.2 MW).
Other hydroelectric projects are currently in the development stage, as far as licensing and techno economic planning is concerned.
In operation (MW)
Under construction or ready to build (MW)


Media Release Mikany Dam 23 January 2020
Mikany Dam upgrade begins
Smithton, Stanley and Irishtown will soon have greater water surety into the future as TasWater commences its Mikany Dam upgrades.
The dam, built in 1972, is fed by the Deep and Muckeye Creeks catchment and is the main source of water for the communities connected to the TasWater network.
“At the time, the construction of the dam adhered to dam regulations but now an upgrade is needed to provide greater water security for the region,” TasWater Project Manager for the Capital Delivery Office Colm O’Sheehan said.
Northern Tasmanian construction company Gradco has been selected to undertake the Mikany Dam upgrade project, with site preparation set to commence in February.
“During the time of construction, the dam will be shut from the public for 18 months,” Colm said.
“Public access to the dam must be restricted as the dam transitions into a construction site.”
Water supply to the Circular Head township will not be affected, during and post construction. Once complete, the dam will not only guarantee supply into the future, but also improve its flood capacity.
“Currently, spillway at Mikany has the capacity of outflow during a one in one-hundred-year Annual Exceedance Probability (AEP) flood event. “
“Once complete, the Mikany Dam capacity will be improved to a one in ten-thousand-year flood event, complying to recent Australian national dam safety standards.”
“The inundation area of the lake will not be increased as part of the upgrade to protect the natural
environment surrounding the lake.”
Weather depending, the project is expected to be completed by the end of August 2021.
Residents who want more information about this project can contact TasWater on 13 6992 and ask for Nani Clark, Capital Delivery Office Stakeholder and Community Engagement Officer, or email email@example.com
Alternatively, visit www.yoursay.taswater.com.au/taswater-capital-delivery-office-cdo
Further information: TasWater media contact: Elanor Watt 0436 924 882


- Flow range: up to 5.4 m³/h
- Head range: up to 40 metres
- Rated speed: 2900 rpm
- The pump casing shall be fabricated from AISI 304 stainless steel sheet metal and shall have axial suction and radial discharge port.
- The pumps shall have closed type impeller with material of construction of AISI 304 stainless steel sheet metal.
- The Pump shaft sealing shall be by mechanical shaft seal of Carbon/Ceramic/NBR/AISI 304 construction suitable for 10 bar pressure rating and water temperature from 0 to +90 deg. C.
- The Motor will be suitable for 1 phase, 230volts, 50 Hz (Standard Supply), 3 phase, 415volts, 50 Hz.
- All Fabricated stainless steel pump components shall be manufactured in house by the manufacturing company.
- The pump shall be designed for liquids which are compatible to the AISI 304 stainless steel, non-explosive, without solids or fibers.
- Water supply.
- As pressure boosting pumps for central water systems.
- Civil ad industrial applications.
- (RO) Reverse Osmosis Feed Water
- Watering gardens.


BC Hydro Tower Foundation
Construction of new concrete tower foundation footings.
BC Hydro’s existing 500kV transmission lines cross the Fraser River between Surrey and Coquitlam. Both new and existing towers required new concrete foundations as part of a larger upgrade project to improve service life and system reliability. The work included excavation and pile driving for one of the new towers on the Coquitlam side of the river, as well as excavation and shotcrete shoring up to 7m deep under the existing tower on the Surrey side of the river.


Prime Minister Imran Khan kicks off construction work at Diamer-Bhasha Dam mega project on Wednesday.
In a tweet, Chairman CPEC Authority Lt. General (retired) Asim Saleem Bajwa said the dam, a water reservoir of 6.4 million acre feet, will add 1.2 million acres feet water for agriculture.
He said the mega project will generate 4500 megawatts of cheaper and greener hydel power.
Asim Saleem Bajwa said the project will also create 16000 jobs besides giving a boost to power, steel, cement and construction industries.
Mobilisation for Diamer Bhasha:Historic milestone as PM kicks off mega construction work at Diamer Bhasha Dam today.6.4 MAF Water reservoir,will add 1.2 M acres for agriculture,4500 MW cheaper,greener Hydel power, steel/cement/construction boost,16000 jobs.#pakistanmakingprogress pic.twitter.com/4moytVC2tp
— Asim Saleem Bajwa (@AsimSBajwa) July 15, 2020


Seventy-two per cent of work has been completed on a major water reservoir taking shape in Dubai’s Lusaily area.
The project worth AED 175.4 million has a storage capacity of 60 million imperial gallons (MIG).
It is expected to be completed by the end of the first half of 2021.
The initiative is part of DEWA’s efforts to boost Dubai’s water storage capacity to 1,002 million gallons by 2021 compared to the current capacity of 815 MIG.
It will also help increase the efficiency and reliability of the emirate’s water networks.
"We are currently building a reinforced concrete 60-million-gallon reservoir in Lusaily alongside the existing one, which stores 120 million gallons of desalinated water,” said Saeed Mohammed Al Tayer, MD & CEO of Dubai Electricity and Water Authority (DEWA).
"This meets the growing demand, supports the sustainable development of Dubai, and increases the efficiency and reliability of water networks," he added.


It has undertaken many important projects for our country’s economy and sustainable quality of life.
“Botaş Dörtyol-Ceyhan Pumping Station and Crude Oil Pipeline Construction Work”, which continues under the execution of BOTAŞ Administration, is between Adana and Hatay Provinces;
• 2+1 Pump System, Building and Pig Station, manifold piping, drain tank system to be installed at BOTAŞ Dörtyol Terminal
• 20-inch Upper Burnaz Line Valve to be constructed at approximately KP 14+564,
• A 20-inch Orange Line Valve to be constructed at approximately KP 18+300,
• 20-inch Sarımazı Line Valve to be constructed at approximately KP 27+238,
• Pig station, connection piping, drain tank system construction works at BOTAŞ Ceyhan Terminal.


The Great Lakes-St. Lawrence River System
The Great Lakes-St. Lawrence River System consists of a chain of lakes and outlet channels. The excess waters from one lake drain through its outlet channel into the next lower lake downstream in the system, or, in the case of Lake Ontario, through the St. Lawrence River to the Atlantic Ocean.
Water level elevations are based on International Great Lakes Datum 1985 (IGLD 1985), which is a vertical reference system adopted in January 1992 to replace the previous reference system which was IGLD 1955. The zero for IGLD 1985 is located at Rimouski, Quebec, at the mouth of the St. Lawrence River; water level elevations in the Great LakesSt. Lawrence River System are measured above mean water level at this site.
Lake Superior is the uppermost lake, with a chart datum elevation of 183.2 metres, and discharges water through the St. Marys River into Lake Huron. In the upper portion of the river, for the first 22 km, the level of the river falls about 0.1 metre. Through the St. Marys Rapids, a distance of about 1 km, the river falls about 6.5 metres. The remaining fall of about 0.6 metre is on the lower river between the rapids and Lake Huron. A control dam, locks and hydro diversions have regulated the discharge from Lake Superior since 1921.
Lakes Michigan and Huron are connected by the broad and deep Straits of Mackinac and are treated as one lake for hydrologic and hydraulic considerations. Chart datum on both lakes is 176.0 metres. These lakes discharge through the St. Clair River, which falls 1.6 metres to Lake St. Clair (chart datum of 174.4 metres), and the Detroit River, which falls 0.9 metre to Lake Erie (chart datum of 173.5 metres). The flows on the St. Clair-Detroit River system are dependent on the levels of both the upstream and downstream lakes.
The natural outlet from Lake Erie is through the Niagara River to Lake Ontario, which is about 99 metres lower than Lake Erie. About 95 metres of the elevation drop occurs between the head of the Cascades upstream of Niagara Falls to the Lower Rapids about 10 km downstream of the Falls. A control structure between the Canadian shore and Goat Island is used to maintain the level in the ChippawaGrass Island pool for power generation and to provide the required minimum flow over the Falls. This structure is not used to regulate the level of Lake Erie.
Lake Ontario, with a chart datum of 74.2 metres, is the lowest of the Great Lakes. The outflow from Lake Ontario has been regulated since 1960 with the completion of the control works on the St. Lawrence River for the St. Lawrence Seaway and Power Project. From Lake Ontario, the river drops about 1.7 metres to Lake St. Lawrence, a man-made lake formed behind hydro-electric and control dams upstream of Cornwall. The flows out of Lake Ontario and into Lake St. Lawrence are moderated by the control structure and lock at Iroquois.
The river drops about 26 metres at these dams and the Eisenhower and Snell Locks, then flows into Lake St. Francis which has a chart datum of about 46 metres. Through a series of lakes, navigation channels and locks, the river drops to Montreal, with a chart datum of 5.6 metres at Jetty Number 1. In the 272 km between Montreal and Quebec City, the river fall about 7.5 metres, to a chart datum in Quebec City of -2.0 metres IGLD 1985.
- Date Modified:


Mayor Rybak and several legislative leaders will tour and discuss the construction of a new 10 megawatt Lower Saint Anthony Falls hydroelectric project on the Mississippi River in downtown Minneapolis, tomorrow Thursday, November 5, 2009 at 11:15 a.m. at the Stone Arch Bridge, near West River Road on the downtown side of the river.
Construction of the hydroelectric project is at peak level right now with approximately 40 workers on site. It began construction this spring and is to be completed by the end of 2010, contributing more than 63,000 megawatt hours of clean, renewable energy per year to Minnesota – enough to power 14,000 homes a year.
The facility is on the Mississippi River at the Lower St. Anthony Falls Lock and Dam owned by the U.S. Army Corps of Engineers. Mayor Rybak will be joined by Rep. Bill Hilty, Sen. Ellen Anderson, Sen. Scott Dibble, and Rep. Kate Knuth at a news conference to discuss the project and its importance to the region.
Filed under: Uncategorized |


The second phase of water main upgrade work on Railroad Avenue start on Monday, September 11th. The limits of this project will be between Marc Court and the upper end of Railroad Avenue. The improvements included installing a new water main along with new customer water service lines.
The contractor’s workday is expected to be 7:30 AM to approximately 4:30 PM. This no work scheduled to take place on the weekends except to address emergency situations. We anticipate that the project will take place between two and three weeks.


New Aprons and Ramp Service Station Building Design in Athens International Airport
This project was awarded by Athens International Airport and included the Detailed Design for the:
- New apron Y2 (25,000m2.)
- New general aviation apron (20,750 m2)
- New ramp service station building (4,000m2)
The construction of the new aprons was directly affecting the main surface drainage works of the north part of the airport which included a 12m wide trapezoidal ditch and a stormwater pumping station with capacity 3m3/s. Therefore, together with the newly proposed works, the team designed temporary works to provide a safe outlet to the pumping station which was necessary to be fully operational during the construction phase.


NEW ENGINEERING TEST FACILITY
|Staverton, Airport Gloucestershire
|test engineering facility for hydraulic landing gear
The project provided a new shell constructed over and around the existing building which remained in operation throughout the building contract. This provided a number of technical and logistical difficulties which were overcome as part of the design and construction process.


Oil Smart® Single Phase Simplex Panels
The Oil Smart® single phase simplex pump control panels are designed to control a single phase pump and will allow for the removal of water without the risk of pumping oil.
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Oil Smart® SystemsSingle Phase Simplex OSSIM-30
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March 16th, 2019
Snow melt and heavy rains in the are will push the Missouri River to flood stage through much of Missouri this weekend through next week.
The Katy Trail in Rocheport is expected to be covered by Sunday as the river climbs to over 25 feet. Currently levels are expected to crest at 26 feet on Wednesday. MM 178.9 – 181.5 will be water covered
In St. Charles, the river is expected to crest at 27.7 feet Wednesday afternoon. MM 34 – 34.7 will be impacted.


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West Bengal Power Development Corp Ltd is planning to set up a Turga Pumped Storage Scheme to harness around 1000 MW of hydel power through 4 pumps with a capacity of 250 MW each. The project envisages the construction of Upper Dam (C.A. 8.29 Sq. Km) across Turga Nala, a tributary of Subarnarekha river and a water conductor system with an underground Power House on the downstream of Upper Dam and a Lower Dam having intermediate catchment of 4.37 sq. km ( total C.A. 12.66 sq.km ). The project is a Close Loop type Pumped Storage Scheme.


September 27th, yindajihuang west channel construction project started before the ceremony was held in Datong Hui and Tu Autonomous County castle township. I marked the "one water conservancy project called" Da Ji cited another important project in Huang project officially started. Vice governor Deng Bentai announced the start of the ribbon cutting for the project.
yindajihuang project is composed of stone gorge, water diversion canal, Heiquan reservoir, the North Canal, Huangshui River west channel project, the Datong River Crossing Daban mountain into the Huangshui River, is to solve the problem of inter basin water transfer project of water resources supply and demand have become increasingly prominent and a shortage of Huangshui River basin. Engineering design in water 750 million cubic meters, water supply planning scope for the Huangshui River Xining, Datong, Huangzhong, Ledu and the people of peace, cooperation, and other cities and counties, watershed area of 16 thousand square kilometers, an area of 1 million 96 thousand and 900 acres of irrigation control. The project is divided into three phases: one for the Heiquan reservoir and the north canal project, two stone gorge water conservancy, water diversion canal and the north channel of the two phase of the project, three West Main canal. At present, the Heiquan reservoir has been built and put into operation, the "North Water Diversion, a" total trunk canal and the stone gorge reservoir project is speeding up the construction progress, "north two" and the West canal project preliminary work smoothly.
it is understood that the west main canal project is an important part of the economic project is located in the eastern basin Province, Huangshui River in our province, north of Datong County of Heiquan reservoir, Gan River Industrial Park in South Huangzhong County, with irrigation and industrial water supply, taking into account the medium-sized water conservancy project of urban life in the water. The estimated investment of 4 billion 600 million yuan, with a total length of 131.16 kilometers along the canal, the construction of tunnel 55, aqueduct 49, inverted siphon 6 seat, 106 seat or other buildings; up to 29, 356.46 kilometers long. After the completion of the project, it is of great significance to promote the local economic and social development, improve people’s livelihood and improve the comprehensive production capacity of agriculture and industry.
according to the provincial yindajihuang Project Management Bureau responsible person, before the construction project includes the West Main Canal Construction Road, the construction of electricity, construction of water, construction diversion and land acquisition and other related temporary works and part of main canal. The construction of the project is to implement the spirit of the twelve Party Congress, to promote the province’s water conservancy to achieve the "four development" an important measure. As the project legal person units, will strictly fulfill the construction procedures, the implementation of the responsibility to strengthen project management, actively coordinating services, in conjunction with the design, supervision and construction units in the relevant departments at all levels under the support of the west main canal project construction into first-class engineering, quality engineering, for the construction of new Qinghai, creating a new life and make new contributions. (author: Luo Lianjun)


Telangana irrigation Hrms projects on Krishna river, there are 17 medium and small irrigation projects on Krishna river flows through Telangana state. Recently Telangana government started the mission kakatiya project, the main intention of mission kakatiya is restoring all lakes, tanks and other water storing areas in Telangana state villages. Telangana irrigation Hrms department has been working very effectively to give better results on the best usage of rainwater and restoring water in drained lakes and tanks in Telangana villages.
From the Telangana irrigation Hrms projects map we can see that there is a drastic change in water levels on lakes and other water storing areas, these good results are due to the mission kakatiya project. Recently irrigation hrms, drip irrigation, and irrigation department Telangana released notification jobs in the Telangana irrigation Hrms department. In this post am giving notes on “Telangana Irrigation Hrms Projects on Krishna River”.
List Of TS Irrigation Hrms Projects
1. Jurala project– Jurala dam located at near Kaurvapur, Mahabubnagar(District). Jurala project distance from Hyderabad is 171km. Jurala Project’s full reservoir level is 1045 ft and the full storage capacity of the jurala project is 12 TMC. Jurala dam current water level of Average inflow is 37 cusecs.
2. Nagarjuna Sagar project– Nagarjuna Sagar locate at Nalgonda District, Telangana and it flows through Guntur District, Andhrapradesh. Nagarjuna Sagar distance from Hyderabad is around 155 km. Construction duration is 1955 to 1967. Nagarjuna Sagar dam has a storage capacity of 11.472 billion cubic meters. And it’s height is 490ft and 1.6kms long with 26 flood gates to release the flood water to downward areas.
3. Sangameswar canals– sangameswar canals are located at alampur, Mahbubnagar and Kurnool Districts. It’s a famous pilgrimage place because both Thungabadhra and Bhavanasi rivers join in Krishna river. There famous temple for Lord Shiva which is called ” Sangameswaram temple”.
4.Nettampadu project(Jawahar)- Nettampadu project located at Upperu village, Mahabubnagar (District). Nettampadu project totals static head is 29.64 Meters. It has a storage capacity of 20 TMC.
5.Kalwakurthy (Rajiv Gandhi lift irrigation project)- kalwakurthy lift irrigation scheme is located at Mahabubnagar District. It uses backwaters from Srisailam left canal banks. It has to utilize the capacity of 25 TMC. Kalwakurthy Project static head is 280.31 meters.
6. Osman Sagar (or) Gandipet project– Rangareddy (Musi river): Osman Sagar project which is also known as Gandipet project which is located in Rangareddy district Telangana. It has a total water level of 1790 fts. Osman Sagar has a storage capacity of 3.9 TMC/Ft. Osman Sagar project water level in 2016 is 1754.360 fts.
7. Himayat Sagar reservoir– Rangareddy (Musi river): Himayat Sagar project is located in Hyderabad, Telangana. Which lies exactly parallel to the Osman Sagar project. Himayat Sagar project storage capacity is 2.9 TMC/ft. Himayat Sagar water level in 2016 is 1734.700 fts.
8. Kadem project– Kadem project is located near Nirmal, Adilabad on Kadem River. Kadem project height is 102ft and it has a total capacity of 215,800,000m3.
9. Alisagar lift irrigation project– Ali Sagar lift irrigation project is located 20kms from Nizamabad District. it has a storage capacity of 2.9 TMC.
10. Alimineti Madhava Reddy irrigation project (srishailam left) – Alimineti Madhava reddy irrigation project which earlier known as “Srisailam left bank canal ” which is located in Nalgonda district. It has 3000 cusecs of capacity.
11. Dhummagudem Irrigation Project– Dhummagudem irrigation project is located near Khammam District, Telangana. dhummagudem project has a storage capacity of 20 TMC.
12. Sri Komaram bheem irrigation project– Sri komaram bheem irrigation project is built across the Peddavagu River which is located in Ada village in Adilabad District. This project has a length of 1012 meters and 18 meters of Height.
13. Koilsagar lift irrigation– Koilsagar lift irrigation project is located near the Devarakadra mandal in Mahabubnagar District. It has a storage capacity of 2.276 TMC.
14 Gundlavagu Project- Gundlavagu project is built across the Gundla vagu river near Pragalapally village in Khammam district. Length of this gundla vagu project is 508m and its height is 51m
15. Kinnerasani project– Kineerasani project is built across Kinnerasani River near Yanmbail village, Paloncha mandal of Khammam District. The total storage capacity kinnerasani project is 8.4 TMC.
16. Lower manair dam– Lowen Manair project is built across the Manair River, at Alugunur village, Thimmapur mandal, Karimnagar. The total length of the Lower manair dam is 10,741 meters. The lower manair dam has a storage capacity of 680,137,000 m3.
17. Pocharam Dam reservoir– Pocharam reservoir project is located near 14.6kms from Medak and it is built across Manjira River.
For Current Reservoir Water levels in Telangana Visit this Link: HMWSSB
Also, read about the list of Telangana Irrigation Projects on Godavari River


hydraulic power packs single phase, hydraulic power packs
hydraulic power packs single phase, hydraulic power packs View Listing. 11. Used Electric hydraulic power pack 20HP. 20 HP electric hydraulic power pack, 20HP 3 phase 415 volt motor, single gear pump, with large solenoid control spool valve, 2 swi. $1,200 Ex GST.Wholesale Diesel Driven Hydraulic Power Units Manufacturer 7. Hydraulic power pack is widely used,such as engineering machine, cnc lathe,wood machine,press mahine, packaging machinery,elevating machine,agricultural machine etc. *Ordering Code Of Pressure Regulating single phase DC12V/24V hydraulic power pack unit * *Specification Of Pressure Regulating single phase DC12V/24V hydraulic power pack unit * Item No.Second-Hand Automotive Hydraulic Pump Vehicle Mounted OEM Manufacturer Used Hydraulic Power Pack For Sale - Dc motor pump group – Aide Hydraulic Marking: Non-standard (special-shaped) hydraulic power unit customized PRODUCTLINTRODUCTION Consisting of a heavy duty DC motor and the CB1S gear pump, this pump-motor group is typically used as a power station of a complex hydraulic system.Subaru EZ36D Engine - australiancar.reviewsNew and Used Hydraulic Equipment insights. There are 379 Hydraulic Equipment for sale in Australia from which to choose. Overall 68% of Hydraulic Equipment buyers enquire on only used listings, 32% on new and 4.31% on both new and used Hydraulic Equipment items.Buyers usually enquire on 2.03 different Hydraulic Equipment classifieds before organising finance for Hydraulic Equipment.
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Hydraulic Power Packs, Mini Power Packs</We have been experienced manufacturer. Wining the majority of the crucial certifications of its market for Diesel Driven Hydraulic Power Units, 220v Hydraulic Power Pack, External Gear, Mini Hydraulic Power Unit, To reward from our strong OEM/ODM capabilities and considerate solutions, remember to speak to us today.We'll sincerely develop and share success with all clientele.Hydraulic Power Pack Units for Tipper TrucksSubaru's EZ36D was a 3.6-litre horizontally-opposed (or 'boxer') six-cylinder petrol engine. Replacing Subaru's EZ30R, the EZ36D engine was first introduced in the Subaru B9 Tribeca in 2007 and subsequently offered in the BM/BR Liberty, BR Outback, BN Liberty and BS Outback. Compared to the EZ30 engine, changes for the EZ36D includedUsed Hydraulic Power Packs - Second (2nd) Hand Hydraulic Hydraulic power packs specialists in design and manufacture Hydraproducts provides a hydraulic power pack for Mobile and Industrial applications around the world. Our hydraulic power units are designed and manufactured in-house using the latest technology this enables us to be competitive in the world market.Wholesale Mophorn Hydraulic Power Unit Manufacturer and Click for easy access to results in different languages
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auto hoist power unit drive injection molding machine Click for easy access to results in different languagesMicro Hydraulic Cylinder - Hydraulic Power Unit CK45 Hard Tipper Truck. Dock Leveller. Motor Pump Units. Custom Built Power Units. Brand. Bosch Rexroth. Tipper Truck. We keep in stock tipper truck hydraulic power packs from our Bosch Rexroth range and are available in both 12v DC & 24v DC with a flow rate of …Hydraulic Power Units - Hydraulic Power Pack - BendPak1.6 Gal Reservoir, 2500 PRV, 1.5 HP Motor, 110-230V / 50-60 Hz / 1 Ph, CE Approved. The E1.2B3F1 is a compact tank that offers enough juice to lift a 10,000-lb. truck or SUV. This hydraulic power pack is designed with a generous 2500 PRV, which means the unit can handle higher back-pressure that exceeds normal operating conditions.


Compact Gear Pump Test Set
Description of Compact Gear Pump Test Set
Compact Gear Pump Test Set is a self contained bench top unit for studying the gear pump flow rate vs head at a fixed speed. The unit consists of a storage tank and a gear pump with a motor on a steel base, and measuring instruments. It is to be used with oil or glycol.
Experiments of Compact Gear Pump Test Set
- Flow rate vs head.
Technical Data of Compact Gear Pump Test Set
Pump ratings at 1500 rpm
- Maximum flow rate : 20 lpm.
- Maximum head : 30 m water.
- Pressure relief valve : Built-in.
- Pressures : Pressure gauges at pump suction and discharge.
- Flow rate : Oil meter.
Power supplied : 220V 1Ph 50Hz. Other power supply is available on request.
Regd. Office: 507, Shahpuri Tower, C- 58, Janakpuri, New Delhi, Delhi, 110058, India


Hydraulic Riding Power Trowel CRT 10-46 with Hydraulic Pitch Control
Heavy-duty hydraulic motors and rotors,made in Italy,carry the load with more control and power.
High-horsepower, dependable petrol for maximum power and performance.
5-bladed spider for uniform blade and pan coverage.
Raised foot pedals for comfort.
Hydraulic fluid reservoir inside frame.
Temperature controlled advanced cooling system
Hour meter, voltage meter and hydraulic pressure gauge all in one location.
Super-duty cast iron spiders with super-duty steel trowel arms.
Conmec Engineering Co., Ltd.
Address:No.88, #2 Industrial Road, Anwu Road, Fengxian District, Shanghai, China.
Mobile/WhatsApp/Wechat: +0086 13916268732


The state government has given green light to the Brahmani and Banas linking project to supply additional water to the Bisalpur dam. According to the Public Health Engineering Department (PHED) and Water Resource Department (WRD) has started preparing a detailed project report (DPR) for the same. A survey to check for all the possibilities and time taken to implement the project will be conducted. The entire project is estimated to cost around Rs.6,000 crore and the DPR for the same will be completed in the next seven to eight months.
Chief Engineer, Islamuddin Khan explained, “After the completion of this project extra water will be supplied to Jaipur, Ajmer, Tonk, and Nagaur which is difficult due to the shortage of water in the Bisalpur dam right now. There will be an open channel constructed around Brahmani river and a tunnel will be dug in the mountain. As the river is located on a height, gravity will help water to flow into the tunnel and then supplied to the Banas river. After the completion of this project, Bisalpur is expected to never have any water shortage.”
After the submission of DPR, the entire project will take around three years to complete. Two weeks back, PHED also gave nod to increase the capacity of the pipeline from Bisalpur dam. The project is estimated to cost around Rs.288 crore and the tender will be invited in June. This project will take two years to get completed. After the completion of the project, it will supply an additional 170 MLD water to the city.
In the present scenario, rainwater flowing in the Brahmani River goes untapped. It gets mixed with the water of Chambal River, and it eventually meets Yamuna River flowing in Uttar Pradesh. According to an estimate, at least 355 million cubic meters of water can be utilized by interlinking the rivers every monsoon which otherwise gets wasted.


ANOTHER WAREHOUSE IS BROUGHT TO URFA OSB
SANLIURFA ORGANIZED INDUSTRIAL REGIONAL DIRECTORATE.
ANOTHER WAREHOUSE IS BROUGHT TO URFA OSB The studies to increase the water storage capacity of the OSB continue. On the one hand, additional water resources are put into service, on the other hand, the water storage capacity is increased. Work continues uninterruptedly in the construction of the water tank, which is under construction in Şanlıurfa Organized Industrial Zone. The warehouse, which has a higher capacity than the existing 2 warehouses, is planned to be completed within the first 6 months of 2022. Work continues on the new water tank, which will be brought to the region by the Şanlıurfa Organized Industrial Zone Directorate. In our region, there are 2 water tanks of 6500 m3 and 2500 m3 (cubic meters) and they are ready when full. In addition to these two tanks, the capacity of the water tank, which was started to be built and is planned to be completed in the first half of 2022, is 7500 m3. The works on the water tank in the East region, which will have a higher capacity than the existing 2 warehouses, are continuing rapidly and it is aimed to be completed on the specified date and put into the service of the industrialists.


Supmea radar level transmitter and single flange differential pressure level transmitter for tank level monitoring.
The radar level transmitter measures the level based on the time of flight (TOF) principle and is not affected by the temperature and pressure of the medium.
Introduction to the working principle of different level transmitter.
The differential pressure (DP) liquid level transmitter adopts the same working principle as the pressure transmitter: the medium pressure directly acts on the sensitive diaphragm, and the corresponding liquid level height is calculated according to the density of the medium and the corresponding pressure.
What is the different betweent single flange and double flange DP level transmitter.


Butterfly valve include wafer type butterfly valve and lug style butterfly valve. The valve body and disc material is ductile iron or cast gray iron.
PN10/16 Cast iron valve
Size: DN50 – DN600;
100% hydraulic pressure testing;
Epoxy coating or primer painting.
EPDM/NBR/VITON valve seat.
Cast iron handle/lever operation or gearbox.
The wafer style butterfly valve is designed to maintain a seal against bi-directional pressure differential to prevent backflow in systems designed for unidirectional flow. It accomplishes this with a tightly fitting seal, i.e., gasket, o-ring, precision machined, and a flat valve face on the upstream and downstream sides of the valve.
Cast iron valve include gate valve, butterfly valve, check valve, strainer and ball valve. The body material is cast gray iron or ductile iron.


Ningxia Shapotou Hydropower Project of Yellow River is a run-of-river hydro power project located in Ningxia of western China. More precisely, it is located in Yellow River, Zhongwei City. The Project Owner is Ningxia Shapotou Water Control Co., Ltd. The region the project is located in is a poverty-stricken minority region, and had a total population of 5.78 million in 2004, of which 819,000 living in poverty, the yar before the project’s inception. The region is a droughty and rainless area.
The total installed capacity is 120.3MW and the electricity supplied to the power grid is 578.022GWh yearly with a power density of 29.48W/m2. The electricity is connected to the Northwest Power Grid (NWPG) via the Ningxia Power Grid. The hydropower station consists of riverbed power station, two canal head power stations in the north and south main canal respectively.
The riverbed power station uses four bulb tubular turbine units, and the unit capacity of the turbines in the riverbed is 29MW. The canal head power station on the north main canal adopts bulb tubular turbine units and the power station on the south main canal adopts tube type water turbine-generator units, with a total installed capacity combined of 4.3MW (respectively 3.1MW+1.2MW). The project could replace partial electricity of NWPG and reduce GHG emission of the grid, dominated by fossil fuel power generation.


These pumps are ideal for small to midsize fountains and statuary. They are designed for silent and economical operation. Their unique design insures reliability and long life. The amazingly compact design and fully adjustable flow control makes them the perfect choice for statuary applications. Approved for both indoor and outdoor applications.


In December 1994, the Board of Managers initiated by resolution for a new project to establish an off-channel impoundment in the vicinity of sections 3 and 10 of Brandt Township, Polk County, MN. Construction of the impoundment started in 1999 and has been operational since 2001. The project site is on 960 acres is located 30 channel miles upstream of the Red River of the North. The total estimated cost of the project is $3.3 million.
The drainage area above the project is approximately 23.4 square miles. The project can store 4,505 acre-feet of water (5.2 inches of run-off) up to the primary spillway. The inlet structure is a 12′ x 8′ reinforced concrete box culvert and the outlet is a two-stage outlet with the lower stage a 48″ reinforced concrete box culvert. The embankment length is 5 miles and consists of approximately 750,000 cubic yards of earthen fill.
The Red River Watershed Management Board funded approximately 85% of the cost of Angus Oslo #4 Project construction costs. The MRSRWD paid approximately 15% with additional funding from a State of Minnesota Flood Damage Reduction Program Grant.


The Electricity Generation Company (Malawi) Limited (EGENCO) recently embarked on a project to divert a tributary that was depositing a lot of silt at the Tedzani intake pond. With the first heavy down pour at Tedzani and surrounding areas on Monday 19 November 2018, the river training project (diversion of the river) has proved to be a success. The silt, that ordinarily was destined for the Intake pond, was successfully diverted away downstream of the Tedzani Pond.
Commenting on the success of the project, EGENCO’s Chief Planning Engineer Archibald Kandoje said when they visited Tedzani Power Station during the heavy downpour, they witnessed firsthand the effectiveness of the newly constructed river training works.
“If it was not for the river training, all that silt would have made its way into the Tedzani reservoir. Money well spent,” Said Kandoje.
The project on dredging (removing of silt on the dam), expansion and river training (diverting a river that was bringing silt and trash at the pond) at Tedzani started in September 2017 and is expected to take 18 months. So far, the river training works have been completed and the expansion of the dam and dredging works are still on going.
The cost of the project is US$6,227,361.21.00 (about MK5 billion). It is expected that once the project is completed, the lost live storage capacity of the dam due to siltation will be reclaimed. The expansion of the dam and the reclaimed capacity means that EGENCO will be able to keep more water at the pond. This means that EGENCO will be able to run the machines at full capacity for longer hours during peak periods resulting in increased capacity available to the Single Buyer.
The expanded dam will also allow EGENCO to run the 19.5 MW Tedzani IV Hydropower Station which is currently under construction and hence increasing EGENCO’s energy generation capacity.


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STANDARD HYDRAULIC TENSIONERS
Boltight’s standard range of hydraulic bolt tensioning tools are designed for general use on top side applications. Each tool comprises of a hydraulic cylinder, bridge, puller and socket.
Interchangeable adaptor kits fit common hydraulic cylinders to enable the tightening of multiple bolt sizes.
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Work completed by company
- Gulab Sagar Dam , Mahan Project Sidhi (M.P).
- Maahi Dam Distt. Dhar (M.P).
- Kutni feeder reservioir Rajnagar (M.P).
- Saddle Dam & Gulabsagar Dam Distt. Sidhi (M.P).
- R&M of Dam of Beni Sagar Distt . Chattarpur (M.P).
- R&M of Dam canals of Chiraipani tank , Gadhaghat tank and Jebera tank.
Construction of Akodra Dam Distt. Udaipur (Rajasthan)


Hetch Hetchy Water and Power reports as follows:
A quick update for the weekend:
Hetchy releases will be reduced to 3000 cfs tomorrow. Releases are expected to remain between 2000 and 3000 cfs through Monday
Spill at Kirkwood PH will remain at 650 cfs
Combined Cherry dam releases and Holm PH draft will remain between 2000 and 2500 cfs
Lake Eleanor releases will be between 50 and 250 cfs
Total project releases will be between 4700 and 6400 between tomorrow midday and Monday. Releases will be reevaluated on Monday.
Any significant changes to the schedule will be posted on the bulletin board.


Address：F8, West Zone, No. 2068, Shennan Middle Road, Futian District, Shenzhen
China Hydroelectric Corporation is a Cayman Islands-based overseas company registered in June 2006, focusing on mainland small hydropower project investment. Shenzhen Energy acquired 100% shares of China Hydroelectric Corporation and all its hydropower projects under operation in December 2015.China Hydroelectric Corporation possesses excellent hydropower assets, including 25 hydropower plants with a total installed capacity of 505.8 MW. These hydropower plants are located in Zhejiang, Fujian and Yunnan provinces, including seven power plants in Zhejiang Province with an installed capacity of 192.6 MW, eight power plants in Fujian Province with an installed capacity of 140.4 MW and nine power plants in Yunnan Province with an installed capacity of 172.8 MW.
@SHENZHEN ENERGY Corporation All Rights Reserved.


ENGINEERING AND CONSTRUCTION
Taliworks’ engineering and construction activities are undertaken by a wholly-owned subsidiary, Taliworks Construction Sdn. Bhd. (“Taliworks Construction”). Taliworks secured its first construction project in 2002, the RM120 million Projek Bekalan Air Kedah Tengah, which was implemented according to the design and build mode of delivery. The State Government of Kedah awarded another design and build water supply project to Taliworks known as the Padang Terap Water Supply Project at the contract sum of RM149 million in 2006.
In 2011, Taliworks made a foray into earthfill dam construction through the Mengkuang Dam Expansion Project for a final contract sum of RM273 million in 2017. The scope of works comprised of site clearance, earthworks, construction of reinforced concrete structures and pipe laying works. The project was subsequently completed in 2017.
In December 2021, the Company achieved a noteworthy milestone by successfully procuring two (2) design and build packages with a total contract value of RM896 million under the ‘Proposed Development of Sg. Rasau water supply scheme (Stage 1), Selangor Darul Ehsan project’.
Taliworks Construction is ISO9001 certified, registered with the Construction Industry Development Board of Malaysia (“CIDB”), and accorded with the highest grade, Grade G7 license. Taliworks Construction also holds the Sijil Perolehan Kerja Kerajaan (“SPKK”) license awarded by CIDB.


The Souris River Joint Board has approved a contract to begin the design of the Velva, Sawyer and Mouse River Park bridge replacements as part of the Mouse River Enhanced Flood Protection project.
Initial plans include the replacement of the Highway 41 bridge in Velva and the Highway 23 bridge in Sawyer. The new bridges will be raised and lengthend to increase conveyance through these areas. The 95th Street bridge at Mouse River Park will also be replaced and additional measures will be included to alleviate flooding across the roadway.
Field investigations kick off these project as crews will be in the area over the next few weeks conducting preliminary surveys and geotechnical testing. Design of these three phases is expected to be completed in 2019.


The Construction & Engineering division was established in 2002 and the first project undertaken was the for the design, construction and supervision for water supply works to the northern region of the Central Kedah Water Supply Scheme for RM120 million. It is currently operated at a design capacity of 55 million litres per day and it supplies water to the vicinity of the Central Kedah areas including to Yan and Sarang Semut.
Following the successful completion of the project, Taliworks secured the Padang Terap Water Supply Project in Kedah in August 2006 for RM149 million. The project encompasses a water treatment plant with a capacity of 50 million litres per day. It was implemented on a turnkey design-and-build basis to be completed within 30 months.
In August 2011, Taliworks was awarded the sub-contract works in relation to the Mengkuang Dam Expansion Project in Pulau Pinang for RM339 million and the project is expected to be completed by 2016.