Salient Features
Source River | : | Daram Khola | |
VDC | : | Galkot Municipality (Baglung); Musikot Municicpality (Gulmi) | |
District | : | Baglung | |
Zone | : | Dhawalagiri (Baglung), Lumbini (Gulmi) | |
Development Region | : | Western | |
Location of the Project (to be amended after 9.6 MW license) | 28° 11′ 00″ to 28° 12′ 30″ N 83° 19′ 00″ to 83° 21′ 43″ E |
Type of Power Generation | : | Run-of-the-river | |
Turbine Discharge | : | 2 Nos. x 5.15 m3/sec | |
Total Gross Head | : | 126 m | |
Rated Net Head | : | 111.2 m | |
Installed Capacity | : | 9.6 MW |
Total Energy | : | 56.09 GWh | |
Dry Energy(4 month) | : | 9.99 GWh(17.26%) | |
Wet Energy(8 month) | : | 46.10 GWh(82.74%) |
| Catchment Area at Intake | : | 247 km2 |
| Area > 3’000 m | : | 7 km2 |
| Area < 3’000 m | : | 240 km2 |
| Average Annual Precipitation | : | 2,255 mm |
| Design 100-yrs Flood at Intake | : | 740 m3/sec |
| Downstream Release | : | 263 lps |
| Long-term Average Flow | : | 16.61 m3/sec |
| 40 Percentile flow (Q40%) | : | 10.30 m3/sec |
| Type of Weir | : | Free flow concrete gravity weir |
| Crest Length of Weir | : | 24 m |
| Crest Level of Weir | : | 938.50 amsl |
| Top Width of Weir | : | 2 m |
| Crest Length of Undersluice | : | 4 m |
| Floor elevation of Undersluice | : | 934 amsl |
| Nos. of gates in Undersluice | : | 2 No. |
Type | : | Orifice | |
No. of Opening | : | 3 | |
Crest Level | : | 936.0 amsl | |
Width x High | : | 3.0 m x 2.0 m (each) |
| Length | : | 4.5 |
| Size (B x D) | : | 7.0 m x 3.8 m |
| Gravel Flushing Channel | : | 1.0 m x 1.0 m |
| Type | : | RCC Rectangular |
| Length | : | 16.5 m |
| Size (B x D) | : | 1.75 m x 1.75 m |
| Type | : | Conventional with intermittent flushing |
| Size of Each Chamber (L x B x H) | : | 50.0 m x 7.5 m x 7.5 m |
| Particle Size to be Removed | : | ≥ 0.2 mm |
| No. of Flushing Channel | : | 2 |
| Size of Flushing Pipe (diameter) | : | 1 m |
| Water Level in Head Pond | : | 938.0 amsl |
Type | : | Pressurized MS Circular | |
Size | : | 2.2 m, 2.0 m &1.8 m & 1.275m | |
Length | : | 4226m | |
Thickness | : | 10 mm to 18 mm |
Type and Material | : | Non Restricted RCC Circular tank and steel pipe | |
Normal Water Operating Level | : | 938.5 amsl | |
Internal Diameter | : | 8 m for Concrete tank and 2.2m-2.5m dia for steel pipe | |
Height from its Base | : | 16.34 m for concrete tank | |
Upsurge Level | : | 950.2 amsl | |
Down Surge Level | : | 900.110 amsl |
Type | : | Surface | |
Size (L x B x H) | : | 35.3 m x 16.3 m x 20 m | |
Number of Units | : | 2 |
| Rated Capacity | : | 2 x 4.8 MW |
| Tail Water Level | : | 811.5 amsl |
| Rated Speed | : | 600 rpm |
| Type | : | RCC Rectangular |
| Size (B x D) | : | 2.9 m x 2.2 m |
| Length | : | 41.30 m |
| Tailrace Outlet | : | Daram Khola |
Type | : | Brushless, synchronous, 3 phase | |
Specification | : | 0.8PF,5648 kVA, 6.6 kV, 50 Hz x 2 Nos. |
Specification | : | LILO based (Manewa to Harichaur 14 km S/C 33KV transmission Line) | |
Length | : | 14 km |
Project Cost (Excluding IDC) | : | 1,742.49 million NRs. |
Project Cost (Including IDC) | : | 1,872.49 million NRs. |
Financial Cost per MW | : | 195.05 million NRs. |
Interest Rate | : | 9% (revision required) |
FIRR | : | 13.25% (revision required) |
NPV | : | 445.95 million NRs. (revision required) |
Project Completion | : | 29th Poush, 2081 |
Project duratrion | : | 24 months |