Pump Capacity : Ф1,350mm x 240cmm x 4.3mH x 4ea
Contract Period : 2012. Nov ~ 2015. May
Location : Shingeum-ri, Okgok-myeon, Gwangyang-city, Jeonnam-do, Korea
This project is to replace the existing blind gate with the pump gate system at the site of the retention
reservoir neighboring the seawater. Flap gate is also included in the scope of replacement.
Due to the shortage of budget, the completion of the project was delayed by three years.
Rebar work for the floor is performed at the site with the existing blind gates in the background.
Four sets of bottom beam are positioned as the first step of guide frame installation.
Upper beam is installed as the last step of guide frame installation.
Actuator is installed at the top of the test bench in order to show the lifting capability.
Pump test is performed at the manufacturer's test shop for the performance test.
Pump is mounted on the flange of the gate leaf by bolt tightening.
Heavy crane is lifting an actuator in order to install at the top of concrete structure.
Local control panel is lifted to be installed at the top platform of the structure.
Flap gate was installed in order to prevent the seawater from flowing back when high tide.
The existing flap gates are replaced with the new one at the opposite across the road just in
front of the pump station.
The above is the front view from the retention reservoir.
The above is the rear view for the pump gae system from the entrance of the pump station.
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