
KBNR Isuwa Power Ltd.
Isuwa Khola Hydropower Project is a Peaking run-off-the-river type scheme located at Makalu VDC of Sankhawasubha district of Koshi zone of Eastern Region of Nepal. Isuwa Khola is tributary of Arun River. The headwork site is located about 8 km upstream of the confluence of Isuwa Khola and Arun River. All the project components are located at the right bank. Geographically, project is located at 27°37’00”N to 27°34’03”Nand87°11’23”E to 87°14’30”E with added co-ordinate 27°34’03”N to 27°32’56”N and 87°14’00”E to 87°14’30”E. Geographically, the project area lies in the Higher Himalayas in Eastern development region of Nepal. The land surface is somewhat rugged and rejuvenation of the river system, in the project area. Isuwa Khola flows towards south-west direction. The project is a “Peaking run-off-the-river” type hydropower project, with the provision of storage for 6-hour peak power generation. The project is designed by considering Isuwa Khola flow at an elevation of about 2005 masl. The intake of the project is planned to construct upstream of Narbuchaur village at the right bank of Isuwa Khola at an elevation of 2005 masl. Total catchment area of the project including Isuwa Khola is about 152.00 km2. The head available is 922 m.
District | Sankhuwasabha | Makalu VDC |
Existing Geo Coordinates (Block 1) | Latitude: 87°11’23”E to 87°14’30” E°37’00”N to 27°34’03”N | Longitude: 27°37’00”N to 27°34’03”N |
Existing Geo Coordinates (Block 2) | Latitude: 27°34’03”N to 27°32’46”N | Longitude: 87°14’00”E to 87°14’30”E |
Diversion Dam |
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Type : Raised Weir with under sluice No of Gates : 2 nos. under sluice gate(2mx3m) FRL level : 2005 m Length : 60 m (Avg) Height : 25m | |
Intake |
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Type : Side Intake fitted with 1 no of trash rack No of Opening : 1 Size of opening : 2.0 m x 3.0 m Intake invert level : 1989.50 m | |
Headrace Pipe |
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Shape : Steel Pipe Length : 6911.53 m Diameter : 2.15 m Slope : ~1 in 1000 | |
Surge Tank |
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Type : Surface, concrete structure Size : 30m x 10m x 8m (Effective size) | |
Penstock |
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Type : Surfaced & Buried Material : Mild Steel & ASTM 517 Grade steel Numbers : 1 Diameter : 1.80 m Length : ~2500m | |
Powerhouse |
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Type : Surface Size : 53.53m (L) x 10.40m (W) x 14.81m (H) Gross head : 922 m Net head : 914.05 m Design flow : 12.60 cubic meter per second Capacity : ~97.2 MW | |
Tailrace Canal |
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Level at just after powerhouse (NTWL) : 1080 Shape : Rectangular Length :168.00 m Cross-sectional area : 2.5 m wide X 2.7 m depth Bed slope : 1 in 200 | |
Turbines |
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Type : Horizontal Shaft Pelton Turbine No of units : 4 Rated Speed : 750rpm Efficiency : 96% | |
Generators |
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Type : SCR Capacity : 4 nos. Each of 24.5 MW capacity Voltage : 11 KV Efficiency : 91% | |
Transmission line |
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Voltage : 220 kV Length : ~22 Km Connection : Planned Sitalpati Substation | |
Transformer |
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Type : Onan 3 Phase No of unit : 4 Power factor : 0.8 Voltage ratio : 11/220 Frequency : 50Hz Efficiency : 99% | |
Energy Generation |
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Dry energy : 262.54 GWh(Including peak energy = 99.06GWh) Wet energy : 411.76 GWh Total energy : 674.30 GWh |