Ta Trach ReservoirProject location: Ta Trach river in Duong Hoa commune, Huong Thuy district, Thua Thien Hue province Construction time: Investigation and design time: 2000-2005 Construction commencement: 26-11-2005 Project managers: Luong Van Nguyen, Phan Vinh Khanh Project tasks: + Controlling early flood, mitigating major flood for Huong river system. + Supplying water for domestic and industrial uses with Q = 2.0 m3/s + Creating stable irrigation source for 34,782 ha of cultivated land in Huong river delta area. + Adding fresh water source for downstream of Huong river to push saline intrusion, improve environment in lagoon area, aquaculture with Q = 25.0 m3/s. + Generating power with installed capacity N=19.5 MW Work grade and design standards: + Grade: II (according to the standard TCXDVN 285:2002) + Design flood frequency: Pdesign=0.5% + Check flood frequency: Pcheck=0.1% + Standard for major flood mitigation with the flood in 1983 for Hue city: Reduction of water level (1.0 to 1.2m) at Kim Long. + Early flood control frequency: P=10% + Irrigation frequency: P=75% + Frequency for domestic and industrial water supply: P=90% Major technical parameters of the reservoir: + Basin area: 717 km2 + Design flood water level (Pdesign=0.5%): +50.00m + Check flood water level (Pcheck=0.1%): +53.07m + Normal water level: +45.00m + Water level before flood: +25.00m + Dead water level: +23.00m + Total storage capacity: 646 million m3 + Storage capacity for flood mitigation with P=0.1%: 556.2 million m3 + Storage capacity for flood mitigation with P=0.5%: 435.934 million m3 + Dead storage capacity: 73.4 million m3 Scale and major technical parameters of the project works: Main dam: + Site location: IIb, with marks ĐC1, ĐC2, ĐC3 and ĐM48 + Dam crest elevation: +55.0m + Parapet elevation: +56.0m + Dam maximum height: 60.0m + Dam crest length 1.187m + Dam surface width: 10m + Type, structure: Mixed, zoned dam (central impervious block, upstream and downstream shells) Spillway: + Type: Surface spillway combined with bottom outlet, chute and energy dissipator basin, constructed of reinforced concrete. + 5 surface outlet gates: B=5x9m, sill elevation +37.0m + 5 bottom outlet gates: B= (4.0x3.2)m, sill elevation +16.0m + Qdesign (with design frequency Pdesign=0.5%): 4.367 m3/s + Maximum relief discharge (with check frequency Pcheck=0.1%): 6.147 m3/s + Spillway width: 66 m Non-overflow dam: + Type: Gravity concrete dam, square trapezoidal section, vertical upstream slope, downstream slope ratio: 1:0.75 + Dam crest width: B=7.0m + Dam crest elevation: +54.0m Tunnel: + Site location: On hill, between main dam and spillway, through marks TN1 and TN5 + Total length: 372.48m + Arch cross section D=7m Hydropower plant + Number of units: 03 + Installed capacity: N = 19.5 MW Total hits 138 - Last update 10/03/2014 04:58' CH |
|