OChum Hydropower ProjectProject location: Ochum river - Retanakiri - Cambodia Construction time: 1991-1993 Project manager: Phan Nhu Hai Project tasks: Supplying power for Ochum and Ban Lung towns in Retanakiri province. Major technical parameters: Headworks grade: III (QPVN-08-76) Basin area : - To the reservoir: 23.1 km2 - To the weir: 44.7 km2 Cascade exploitation is as follows: - Yearly reservoir at upstream of Ochum 1 waterfall, a canal of 900m long connected with Ochum 1 hydropower plant. - Construction of weir and Ochum 2 hydropower plant. Ochum hydropower project was carried out by 3 companies: Investigation and design: Hydraulic Design and Investigation Company No.1 (now HEC) Construction: Hydraulic Union No.4 Equipment: Dumont (French) Scale and structure of project works: OChum 1 headworks group: - Main dam: homogeneous earth dam, dam length: 800m, Hmax=20m - Ungated, surface spillway, B=30m, Qmax=78m3/s. - Dam crest elevation: +295.0m - Maximum water level: +293m - Normal water level: +291.5 m - Dead water level: +279.0m - Total storage capacity: 12.9 million m3 - Effective storage capacity: 12.63 million m3 - Hydropower plant: . Number of unit: 1 . Hmax: 22.07 m . Hmin: 21.59 m . Hcp: 28.83 m . Qdesign: 1.7 m3/s . Ninstalled: 300 kw Ochum 2 headworks group: Weir consists of 2 parts: Non-overflow part:: earthfill, length: 107.5 m; height: 10m. Overflow part:: concrete, width B = 20m, height: 6m Maximum water level: 257.65m Normal water level: +254.0m Dead water level: +252.0m Hydropower plant: width: 7m, length: 25.2m Number of unit: 2 Hmax: 34.26m Hmin: 30.96m Design head (Hdesign): 32.50m Design discharge (Qtk): 3,76m3/s Design capacity (Ndesign): 1000 kw Average power output (Eo): 4.395 million kwh Total hits 63 - Last update 04/03/2014 04:34' CH |
|