Salient Features:
Project Location |
Uttargaya Rural Municipality |
District : |
Rasuwa |
Province No. |
Bagmati |
License boundary |
|
Latitude |
28°07’13” N to 28°09’43” N |
Longitude |
85°11’00” E to 85°12’30” E |
Geology |
|
Region |
Lesser Himalaya Sequence |
Rock composed |
Phyllitic quartzite |
Hydrology |
|
Catchment area |
37.17 km2 |
Annual mean flow |
3.96 m3/sec |
Design flow |
2.90 m3/sec (42.18% exceedance of flow) |
Flood 1 in 100 years |
171.85 m3/sec |
Flood 1 in 200 years |
258.94 m3/s |
Weir |
|
Type |
Boulder lined |
Length |
14.65 m |
Crest level |
2766 m amsl |
Height |
5 m (from river bed level) |
Intake |
|
Type |
Side intake |
Number of orifice |
2 |
Orifice Size, (b x h) |
2.0 m x 1.5 m |
Invert level of orifice |
2763.50 m amsl |
Undersluice |
|
Number of orifice |
2 |
Orifice Size, (b x h) |
2.0 m x 2.5 m |
Invert level of orifice (bottom) |
2760.35 m amsl |
Gravel trap |
|
Type |
Surface |
Number |
1 |
Length |
8.5 m (including transition) |
Width |
4.0 m |
Height |
4.1 m |
Normal water level |
2765.94 m amsl |
Approach culvert |
|
Type |
Box |
Number |
1 |
Size (b x h) |
1.8 m x 1.5 m |
Length |
110.18 m |
Settling basin |
|
Type |
Surface |
Size (l x b x h) |
20 m x 4.25 m x 4.90 m each |
No. of chambers |
2 |
Normal water level |
2765.81 m amsl |
Flushing culvert size (b x h) |
0.8 m x 0.7 m |
Headrace Pipe |
|
Length |
1467.93 m |
Diameter |
1.2 m |
Thickness of pipe |
6 mm |
Headrace Tunnel |
|
Length |
3462.50 m |
Size |
2.8 m x 2.8 m (excavation size) |
Adit tunnel length |
428 m |
Surge Shaft |
|
Type |
Circular, RCC |
Diameter |
4 m |
Height |
26 m |
Upsurge level |
2774 m amsl |
Downsurge level |
2758 m amsl |
Penstock |
|
Type |
Surface, inclined |
Material |
Mild Steel |
Length |
1084.83 m |
Finish Diameter |
1.2 m |
Penstock shaft |
|
Type |
Vertical and horizontal |
Material |
Mild Steel |
Length |
223.60 m (vertical) 50.76 m (horizontal) |
Cavern excavation diameter |
2.7 m (for vertical shaft) 2.8 m x 2.8 m (for horizontal shaft) |
Finish Diameter
|
0.85 m to 1.2 m |
Powerhouse |
|
Type |
Underground |
Length |
32 m |
Breadth |
10.9 m |
Height |
18.60 m (from foundation level) |
Turbine Axis |
2072.50 m amsl |
Number of generating units |
2 |
Per unit capacity |
8.76 MW |
Turbine type |
: Horizontal Axis Pelton turbine |
Tailrace Tunnel |
|
Type |
Open channel tunnel |
Length |
217.72 m |
Size (b x h) |
2.8 m x 2.8 m |
Tail water level |
2070.05 m amsl |
Transmission Facilities |
|
Transmission line |
Approximately 2.75 km of 132 kV transmission line from Powerhouse to switch yard of Mathillo Mailung River Jalvidhyut Aayojana (14.3 MW) |
Power and Energy |
|
Gross Head |
693.50 m |
Net Head at design discharge |
678.02 m |
Installed capacity |
17.00 MW |
Gross Annual Energy |
101.02 GWh |
Dry Energy |
16.02 GWh (15.86 %) |
Wet Energy |
85.00 GWh (84.14 %) |
-In Developing Phase