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% |