Capacity |
Tsibjalumchhu Diversion Scheme for Augmentation of Hydropower of 1020 MW Tala Hydropower Plant |
|
Location |
Bhutan |
|
Project Duration |
19 Months |
|
Contract Value |
INR 35.36 Crores (US$ 5.45 Millions) (1 US$=INR 65) |
|
Project Status |
Commissioned October 2014 |
|
Design |
Complete Planning, Design & Engineering |
|
Civil Works |
Coffer Dam |
2.5m high |
Diversion Arrangement |
1.0m dia., 65m long MS pipe |
|
Trench Weir |
11.0 m long and 2.5 m width |
|
Intake Chamber |
4.0 m long, 5.3 m wide and 10.3 m height |
|
Headrace Tunnel |
3.5 m D shaped, 1465 m long with concrete lined channel and a walkway |
|
Adit to Headrace Tunnel |
3.5 m D shaped, 57 m long |
|
Outfall Structure (Baffled Chute Spillway) |
6.0 m long, 6.0 m wide and 5.30 m height |
|
Infra Works |
Approach Road from Ropeway UTP to Intake location |
100 m long and 4.0 m wide |
Temporary Steel Bridge |
10.0 m long and 4.0 m wide |
|
Ropeway to Trench Weir/ Intake site |
6T Capacity Material Ropeway, 700 m long |
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|
HM Works |
Design, manufacture, supply, transportation and installation of Gates Trash Racks (8 Panels) - 1.84 m (B) x 2.0 m (H) each Intake Gate - 1.5 m (B) x 2.0 m (H) Maintenance Gate - 2.5 m (B) x 2.0 m (H) Flushing Gate - 0.5 m (B) x 0.5 m (H) |
Note: EM – Electro mechanical and HM - Hydro-mechanical