Likhu A Hydroelectric Project
Completed : 2022
Likhu A is the furthest downstream of the three projects. Likhu A is a run-of-river scheme that diverts 24.1 m3 of water through a 44.4 m long diversion weir and further through a 2.97 km underground water conductor system to the powerhouse. Here, utilizing a net head of approximately 138.55 meters, we are able to generate up to 33.66 MW (with overloading).
Project Description
Description | Symbol | SI | Unit |
---|---|---|---|
Design Discharge | Qd | 24.1 | m3 /sec |
Environmental Flows | Qe | 0.568 | m3 /sec |
No. & Type of Units | 2*12 MW+ 1*5.04 MW | 3 | Horizontal Francis |
Net Head | Hn | 138.55 | Meters |
Turbine Efficiency at QD | ŋT | % | |
Result | |||
Gross Power | PG | 29.04 | MW |
Annual Energy | EA | 149.62 | GWh |
Key Technical and Financial Feature
General | |
---|---|
Total Project Cost | NPR 623.07 cr (US$ 47.09 M) |
Unit Cost of Generation | NPR 21.45 cr (US$ 1.62M) / MW |
EIRR | 16.44 % |
Period of Construction | 48 Months |
Project Layout | Left Bank of Likhu |
Catchment Area | 421 km2 |
Head Race Tunnel | |
---|---|
Type | Low Pressure Tunnel |
Section Type | Inverted D |
Finished Diameter | 3.4 / 4.2 m |
Support Type | Shot / Concrete Lined |
Ungated Weir | |
---|---|
Weir Height | 11.5 m |
Length of the Weir crest | 44.4 m |
Design Flood (1 in 100 Yr) | 402 m3 / sec |
Power House | |
---|---|
Type | Surface |
Size (L * W* H) | 42.6 * 12.1 * 23.5 m |
Tail race | 29.04 MW |
Transmission Line | 132 kV, Double circuit; 7.1 km with Li 1 & Li 2 sharing the cost. |
Connecting Sub- Station | New Khimti |
Salient Features
General | |
---|---|
Period of Construction | 58 Months |
Project Layout | Left Bank of Likhu |
Catchment Area | 421 km2 |
Weir location | Rangda |
Powerhouse location | Buku Doban |
Head Race Tunnel | |
---|---|
Type | Low Pressure Tunnel |
Section Type | Inverted D |
Length | 2523 m |
Finished Diameter | 3.4 / 4.2 m |
Support Type | Shotcrete / Concrete Lined |
Surge Shaft | U/G, restricted orifice |
Internal Diameter / Height | 6 m / 29.30 m |
Leading to an | Underground PPV |
Intake & Feeder Channel | |
---|---|
Type | Side Intake |
No. of Chambers / Size | 3 No. / 4.5 * 3.3 m |
Crest Elevation of Intake | 1447.50 m |
Feeder Channel is | Open |
Length of Feeder Channel | 107.7 m to 2 nos 27.45 |
Desilting Basin | |
---|---|
Type | Open, Surface |
No. of Bays | 2 (Two) |
Length | 60 m |
Total Width / Depth | 28.5 m / 8.9 m |
Transmission Line | |
---|---|
Voltage | 132 kV |
Length | 30 km |
Conductor Type | ASCR BISON |
Ungated Weir | |
---|---|
Weir Height | 11.5 m |
Length of the Weir crest | 44.4 m |
Foundation Level U/S | 1439.5 masl |
Minimum reservoir level | 1451 masl |
Silt Pressure is Upto | 1450.50 m |
Weir Top Level [Design Flood] | 1453.75 m |
Tail water level (Min.) | 1441 m |
Design Flood (1 in 100 Yr) | 636 m3 / sec |
Pressure Shaft | |
---|---|
Type | U/G Inclined & Horiz. |
Total Length | 447.23 m |
Diameter | 2.5 m (steel lined) 3.5 m (excavated) |
Bifurcation Length | 18.7, 15, 11.2 & 18.5 m |
Bifurcation Diameter | 1.5, 1.9, 1.5 & 1.1 m |
Power House & Tail Race | |
---|---|
Type | Surface |
Size (L * W* H) | 42.6 * 12.1 * 23.5 m |
Capacity | 29.04 MW (Original Capacity) |
Tail race of | 30 m long Box Culvert |
Tail Water Level | 1301.31 m |
Transmission Line | 132 kV, Double circuit; 29.4 km with Li 1 & Li 2 sharing the cost |
Connecting Sub-Station | New Khimti |
Electro-Mechanical | |
---|---|
Turbine | Horizontal Axis Francis |
Number | 3 |
Rated output capacity per unit | 2 x 12 MW + 1 x 5.04 MW |
Efficiency | 95 % |
Power Factor | 0.85 |
Generator Efficiency | 97.5% |





