Project : Dahap Pump Station
Pump Capacity :
Ф 900mm x 115cmm x 5.3mH x 3ea
Contract Period : 2010. 04. 02 ~ 12. 31
Location : Dahap-myeon, Gwangyang-si, Jeonnam-do, Korea
Flow at the far upstream area is divided into two part at the design stage.
The left is the detour waterway from the far upstream to the river and the
right is the outlet out of the pump gate station.
Three sets of bottom beam are positioned crossing the waterway.
Side beams are erected as part of guide frame.
Upper beam is erected as part of guide frame.
Roller gate is lifted in order to be installed in the concrete structure.
Three sets of actuator are installed on the concrete structure.
Local control panel is installed at the right side of actuator.
Grating platform and ladder are installed for easy access to check
pump gate.
Concrete outlet is provided for flap gates.
Guide frames are installed for flap gates.
Three sets of flap gates are installed at the outlet to the river.
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