Tan Chi Pumping Station

Project location:DuongRiverin Bac Ninh province
Construction time: 2001
Project managers:Le Van Ngo - Phung Van Luyen - Phan Vinh Khanh
Project tasks:Drainingan area of 6420 ha surrounded by Con Tieu stream, South Trinh Xa canal, Hanoi-Lang Son railway and Duong riverdike.
Major technical parameters:
Drainage area : 5 km2
Workgrade : III
Rainfall frequency : p=10%
Drainage regime: 5-day rainfall 7-day drainage
Drainage coefficient : q=4.85 l/s/ha
Discharge Q = 31.10 m3/s
Design water level at suction sump during draining : +2.00m
Minimum water level at suction sump during draining : +1.70m
Maximum water level at suction sump during draining: +3.29m
Minimum water level at discharge basin : +5.80 m
Topographic head = 8.20 m
Design head = 9.00 m
Scale and structure of main works:
Headworks:
Repairing existing pumping station: replacing 46 old pumps with 22 horizontal axis pumps type 12-LTX800-9, replacing 46 out-of-order pumps with 900z/h horizontal axis pumps type HL900-9.
New pumping station:
Q=16m3/swith 4 imported pumps
+Station house: open type, length of the house: 26.45; 4 pump rooms, 01 assembly room, 01 electric room.
+ Suction room: elevation: (-2.25)
+ Pump and assembly rooms: floor elevation (+4.50)
+ Electric room:
+ Suction sump and inlet of suction room: basin length: 62m, width: 50m.
+ Discharge basin: a separated one, basin length: 4.50m, width: 17.65m.
+ Area of the station: (10m x 16m)
+ Dyke crossing culvert: dimension: 2.5 x 2.5m. Bottom elevation (+5.20).
+ Canal system connecting to the suction sump
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Environmental impact assessment
23/10/2013Development of HEC over periods
23/10/2013Construction design consultancy of works
23/10/2013









