SN | Component | Unit | Particulars |
---|---|---|---|
1 | Catchment area till Dam | km2 | 373.0 |
2 | Average annual flow volume | MCM | 515.0 |
3 | River diversion flood | m3/s | 80 |
4 | Design flood | m3/s | 2,400 |
5 | MWL/FRL | masl | 2292.0 |
6 | River bed at Dam axis | masl | 2262.0 |
7 | Gross reservoir storage | MCM | 0.537 |
8 | Live reservoir storage | MCM | 0.307 |
9 | Submergence area by reservoir | km2 | 0.046 |
10 | Length of Dam at top | m | 104.0 |
11 | Max height of Dam from deepest foundation | m | 42.0 |
12 | No. of Desilting Chambers | Nos. | 2 |
13 | Length of Head Race Tunnel (HRT) | m | 11,998.50 |
14 | Finished diameter of HRT -circular | m | 4.1 |
15 | Design discharge | m3/s | 25.45 |
16 | Number of construction Adits | Nos | 16 |
17 | Cumulative length of Adits | m | 5,481.60 |
18 | Diameter of Surge Shaft | m | 10.50 |
19 | Height of Surge Shaft | m | 59 |
20 | Length of inclined Pressure Shaft | m | 1,073 |
21 | Installed capacity (2 x 59 MW) | MW | 118 |
22 | Gross Head (max) | m | 536.25 |
23 | Gross Head (min) | m | 528.05 |
24 | Weighted average/design Head | m | 527.50 |
25 | Rated Head | m | 516.40 |
26 | Design Energy in 90% Dependable Year | GWh | 491.52 |
27 | Energy in 50% Dependable Year | GWh | 540.73 |
28 | Average Plant Load Factor | % | 48.81 |
29 | Additional energy generation from MHEP in 90% Dependable Year | GWh | 323.77 |
30 | Size of Power House | mxmxm | 66.6×19.0x36.8 |
31 | Size of Transformer Cavern | mxmxm | 61.0×14.0x27.1 |
32 | Length of Main Access Tunnel (MAT) | m | 509 |
33 | Size of D shaped MAT | m | 7 |
34 | Length of 5 m D shaped Cable cum Ventilation Tunnel (CVT) | m | 615.66 |
35 | Length of 6 m x 4.25 m Modified D shaped Tail Race Tunnel (TRT | m | 489.16 |
36 | Bays of indoor GIS switchyard | Nos. | 5 |
37 | Length of 132 kV double circuit transmission line | Km | 18.60 |
38 | Estimated project cost with escalation, IDC and FC | Mill Nu | 11,964.587 |
39 | Construction period including 6 months mobilization period | Months | 48 |