Tan My Reservoir

Perspective of headworks group on Cai river
General introduction of Tan My Irrigation System, Ninh Thuan province
The headworks consist of 2 groups: Cai river reservoir and Tan My weir in downstream (13 km away from Cai river reservoir).
On 31/12/2007, the Ministry of Agriculture and Rural Development issued the Decision No.4223/QĐ-BNN-XD on approving investment project of Tan My Irrigation System in Ninh Thuan province prepared by HEC. The project is a multipurpose one of class A, its main task is to supply direct irrigation water to 4,380 ha of cultivated land and supply water to Nha Trinh - Lam Cam irrigation system to irrigate 12,800 ha, aquaculture of 1,632 ha, domestic, industrial and services uses and power generation.
The headworks consist of 02 groups: (1) Cai river reservoir headworks constructed on Cai river in Bac Ai district and (2) Tan My weir located in downstream of Cai river in Ninh Son district, 13 km away from Cai river reservoir headwork. Beneficiary area is in Bac Ai, Ninh Son, Ninh Hai districts and Phan Rang - Thap Cham city.
Total investment: VND 2,700 billion with price in 4th quarter of 2007, of which, VND 2,600 billion for hydraulic works invested by the Government Bond. Hydropower works are invested by non-stage budget sources.
The project is managed by the Ministry of Agriculture and Rural Development, the Hydraulic Construction and Investment Management Unit No. 7 is decentralised to manage the headworks component, local authorities are decentralised to manage other components.
Major parameters of the project:
Project location:Cai river - Ninh Thuan province.
Construction time:Investigation and design time: 2007
Major techincal parameters:
Reservoir surface area at normal water level: 945ha
Normal water level: +192.80 m
Design flood water level 0.1%:+196.33 m
Total storage capacity: 219.97 x 106 m3
Effective storage capacity: 199.68 x 106 m3
Dead storage capacity: 20.30 x 106 m3Scale and structure of project main works
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I | MAIN DAM | ||
1 | Dam type | m | RCC dam |
2 | Dam crest elevation | - | 197.50 |
3 | Dam crest length | - | 592.00 |
4 | Maximum height | - | 66.70 |
5 | Dam crest width | 10.00 | |
04 RCC auxiliary dams with dam crest width of 10m, Hmax is from 27.30m to 38.50m, dam crest length is from 374.5m to 665m | |||
II | SURFACE SPILLWAY | ||
1 | Spillway type | Gated, surface spillway, WES section, energry dissipator bucket | |
2 | Gate dimension nx(BxH) | m | |
3 | Design discharge (P=0.5%) | m3/s | |
4 | Design discharge (P=0.1%) | - | |
5 | Design discharge (P=0.03%) | - | |
6 | Design head | m | |
7 | Check head | m | |
8 | Gate type | Steel, segment gate | |
III | INTAKE | ||
1 | Intake type | Round, pressure one | |
2 | Design discharge | m3/s | 0.70 |
IV | POWERHOUSE | ||
1 | Powerhouse type | Powerhouse behind dam | |
2 | Generation regime | Generation according to irrigation regime | |
3 | Number of unit | unit | 02 |
4 | Installed capacity | KW | 6000 |
5 | Annual average power output | 106KWh | 24.781 |
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Environmental impact assessment
23/10/2013Development of HEC over periods
23/10/2013Construction design consultancy of works
23/10/2013









