Likhu 2 Hydroelectric Project
Completed: April 2023
Likhu 2 is a run-of-river scheme that diverts 26.4 m3 of water through a 5.25 m high diversion weir and further through a 6.57 km underground water conductor system to the powerhouse. Here, utilizing a net head of approximately 229.53 meters, we are able to generate up to 60.5 MW (with overloading).
Project Description
Description | Symbol | SI | Unit |
---|---|---|---|
Design Discharge | Qd | 26.4 | m3 /sec |
Gross Head | 247.25 | m | |
Net Head | Hn | 229.53 | Meters |
No. & Type of Units | 2*22 MW + 1*11 MW | 3 | Horizontal Francis |
Turbine Efficiency at QD | ŋT | 95 | % |
Generator Efficiency | ŋG | 97.5 | % |
Transformer Efficiency | ŋTr | 99 | % |
Result | |||
Gross Power | PG | 55 | MW |
Annual Energy | EA | 242.37 | GWh |
Key Technical and Financial Feature
General | |
---|---|
Total Project Cost | NPR 1076.35 cr (US$ 81.54 M) |
Unit Cost of Generation | NPR 19.56 cr (US$ 1.44M) / MW |
EIRR | 12.15 % |
Period of Construction | 48 Months |
Project Layout | Right Bank of Likhu |
Catchment Area | 346 km2 |
Head Race Tunnel | |
---|---|
Type | Low Pressure Tunnel |
Section Type | Inverted D |
Finished Diameter | 3.4 / 4.2 m |
Support Type | Shotcrete / Concrete Lined |
Ungated Weir | |
---|---|
Weir Height | 5.25 m |
Length of the Weir crest | 44.4 m |
Design Flood (1 in 100 Yr) | 479 m3 / sec |
Power House | |
---|---|
Type | Surface |
Size (L * W* H) | 44 x 20.25 x 35 m |
Tail race | 299.14 x 5.5 x 3 m |
Transmission Line | 132 kV, Double circuit; 5.5 km with Li 1 & Li 2 sharing the cost. |
Connecting Sub- Station | Likhu A Switchyard |
Salient Features
General | |
---|---|
Period of Construction | Months |
Project Layout | Right Bank of Likhu |
Catchment Area | 346 km2 |
Weir location | Marbu |
Powerhouse location | Thado Khola |
Head Race Tunnel | |
---|---|
Type | Low Pressure Tunnel |
Section Type | Inverted D |
Length | 6465 m |
Finished Diameter | 3.4 / 4.2 m |
Support Type | Shotcrete / Concrete Lined |
Surge Shaft | U/G, restricted orifice |
Internal Diameter / Height | 2.5×86/4.5×47 m/4.9×47.5 m |
Leading to an | Underground PPV |
Intake | |
---|---|
Type | Side Intake |
No. of Chambers / Size | 3 No. / 3.25 * 3.2 m |
Crest Elevation of Intake | 1724.75 m |
Feeder Channel is | Open |
Length of Feeder Channel | 24.95 m |
Desilting Basin | |
---|---|
Type | Open, Surface |
No. of Bays | 2 (Two) |
Length | 75 m |
Total Width / Depth | 16.5 m / 7.25 m |
Transmission Line | |
---|---|
Voltage | 132 kV |
Length | 5.5 km |
Conductor Type | ASCR BISON |
Ungated Weir | |
---|---|
Weir Height | 5.25 m |
Length of the Weir crest | 27.0 m |
Foundation Level U/S | 1719 masl |
Minimum reservoir level | 1723.5 masl |
Silt Pressure is Upto | 1720.6 masl |
Weir Top Level [Design Flood] | 1724.75 m |
Tail water level (Min.) | 1722.28 m |
Design Flood (1 in 100 Yr) | 479 m3 / sec |
Pressure Shaft | |
---|---|
Type | U/G Inclined & Horiz. |
Total Length | 514.5 m |
Diameter | 2.5 m (steel lined) 3.5 m (excavated) |
Bifurcation Length | 12.5, 15.6, 15.5 m |
Bifurcation Diameter | 1.5, 1.5 & 1.1 m |
Power House & Tail Race | |
---|---|
Type | Surface |
Size (L * W* H) | 44 x 20.25 x 35 m |
Capacity | 55 MW (Original Capacity) |
Tail race of | 299.14 m long Box Culvert |
Tail Water Level | 1477.26 m |
Transmission Line | 132 kV, Double circuit; 30.4 km with Li 1 & Li A sharing the cost |
Connecting Sub-Station | New Khimti |
Electro-Mechanical | |
---|---|
Turbine | Horizontal Axis Francis |
Number | 3 |
Rated output capacity per unit | 2 x 22 MW + 1 x 11 MW |
Efficiency | 95 % |
Power Factor | 0.85 |
Generator Efficiency | 97.5% |





