The salient features of Pancheshwar High Dam are as follows:
Hydrology:
Total Drainage area: |
12,100 km2 |
In Nepal: |
2,380 km2 (19.7%) |
In India: |
9,720 km2 (80.3%) |
Turbine Design Discharge: |
2897.1m3/(Source: DPR, 1995; Appendix 5.8) |
(241.42 m3/s for each turbine*12) |
|
Energy Production:
Firm Energy Production |
8216 GWh/Y |
Average Energy Production |
10671 GWh/Y |
Tributaries of Mahakali River:
From Nepal Side
i. Chamelia river and
ii. Parmoligad
From India Side
i. Saryu river,
ii. Dhauli Ganga,
iii. Gori Ganga and
iv. Ram Ganga
Reservoir:
Normal Maximum Water Level: |
680 m.a.s.l |
Minimum Operational Level: |
615 m.a.s.l |
Live Storage Volume: |
6.56 billion m3 |
Dead Storage Volume: |
5.7 billion m3 |
Total Storage Capacity: |
12.26 billion m3 |
Design Flood for dam stability: |
23,500 m3/s |
Peak of Probable maximum flood: |
23,237 m3/s |
Design Flood of Spillway: |
1800 m3/s |
Last year maximum discharge (at Bhadra): |
12912.48 m3/s (Source: Kantipur daily, 2068-04-32) |
Average flow: |
582 m3/s |
Surface Reservoir Area at NMWL: |
13,400 hectares Flood inundation |
In Nepal: |
3,850 hectares(28.73%) |
In India: |
9,550 hectares (71.26%) |
The Salient features of Rupali gad Re-regulating Dam are as follows:
Hydrology
Total Drainage Area |
: |
13,384 km2 both in India and Nepal |
Average monthly flow |
: |
631m3/s |
Design flood |
: |
35,700 m3/s |
Sediment load |
: |
7 million t/year |
Reservoir
Normal Maximum Water Level (NWML) |
: |
420m a.s.l |
Minimum Operation Level |
: |
410m a.s.l |
Live Storage Volume |
: |
70 million m3 |
Surface Area at NWML in Nepal side alone |
: |
258.0 hectares |
Dam (Concrete Gravity Dam)
Dam height: |
: |
83 m (from the deepest foundation level) |
Crest elevation: |
: |
428 m a.s.l |
Crest length: |
: |
310m |
Deepest foundation elevation: |
: |
345 m a.s.l |
Riverbed elevation |
: |
368 m |
Spillway
An auxiliary spillway having a discharge capacity of 500 m3/s equipped with two 10 m wide and 5.6 m high counter- weighted flap gate. This is located on the left abutment adjacent to main spillway. Main spillway having discharge capacity of 19,000 m3/s will be equipped with 24 m high and 17 m wide radial gates.