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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%