Rahughat Hydroelectric Project
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Province |
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Gandaki |
District |
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Myagdi |
Intake Site |
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Jhi, Raghuganga Rural Municipality - 05 |
Powerhouse Site |
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Tilkanya, Rahuganga Rural Municipality - 03 |
Geographical Co-ordinates |
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Latitude |
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28°22’21”N to 28°25’45”N |
Longitude |
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83°31’13”E to 83°34’35”E |
GENERAL |
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Name of River |
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Raghuganga |
Nearest Town |
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Beni |
Type of Scheme |
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Peaking run-of-river scheme |
Gross Head (m) |
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292.83 |
Net rated Head (m) |
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281.56 |
Installed Capacity (MW) |
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2x20 = 40 |
Average Annual Energy after Outage |
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238.59 GWh (Peak Energy = 27.95 GWh, Non Peak Energy =50.26 GWh and Wet Energy = 160.37 GWh) |
DRAINAGE AREA |
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Total Area |
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305.0 km2 |
Effective area below 5000 m |
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287.0 km2 |
90% firm flow in the driest month |
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6.13 m3/s |
Design flow |
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16.67 m3/s |
Diversion During Construction |
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Type of Structure |
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Diversion Channel |
Design flow (dry season 1:10 years) |
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27.0 m3/s |
RESERVOIR |
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Full supply Level |
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1,165.0 m |
Minimum operating Level |
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1,160.0 m |
Maximum flood Level |
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1,166.10 m |
BARRAGE AND UNDERSLUICE |
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Type of Structure |
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Gated |
Deck level |
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1,169.0 m |
Spillway Crest Elevation |
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1,157.0 m |
Crest Level of Undersluice |
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1,152.0 m |
Maximum height above foundation |
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25.5 m |
Crest Length |
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21.0 m |
Capacity (1 in 1000 Yr Flood) |
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688.0 m3/s |
DESANDER |
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Number of Bays |
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2.0 |
Nominal size of trapped particle (mm) |
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>0.20 |
Length X Width X Depth per bay (m) |
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80.0 X 8.0 X 5.94 |
HEADRACE TUNNEL |
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Concrete Lined Length (m) |
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6,270.106 |
Internal diameter (Concrete lined) (m) |
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3.30 |
Shape |
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Horse shoe |
Excavated shape |
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D Shape |
Lining thickness (mm) |
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300.0/350.0 |
SURGE SHAFT |
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Diameter (Circular) (m) |
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10.0 |
Height (m) |
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53.15 |
Maximum Up Surge Level (m) |
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1,178.42 |
Minimum Down Surge Level (m) |
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1,142.33 |
BUTTERFLY VALVE CHAMBER |
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Finished Dimenssions |
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10m (L) X 10m (H) X 6m (W) |
STEEL- LINED PRESSURE SHAFT |
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Diameter |
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2.15 m |
Length (m) |
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53.15 |
Maximum shell thickness (mm) |
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Varies from 10 to 25 |
Penstock- Diameter (m) (after bifurcation) |
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1.52 |
Length (m) |
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20.0 each |
POWER HOUSE |
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Length X Width (m) |
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57 X 24 |
Centreline of Distributor pipe (m) |
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870.5 |
Turbine Type,Orientation and Unit |
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Pelton , Verical Axis and 2 Nos |
Rated flow for a unit (m3/s) |
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8.34 |
Turbine Rated Capacity (MW) |
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20.51 |
Generator Rated Capacity(MVA) |
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23.53 |
Gross Head (m) |
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292.83 |
Rated net Head (m) |
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281.56 |
Rated Turbine Efficiency |
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90.50 % |
Rated Generator Effeciency |
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97.50 % |
Installed Capacity (MW) |
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2 X 20 = 40 |
TRANSMISSION LINE (132 KV) |
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LILO of 220 kv Transmission line from Dana to Kushma at PH gantry |
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600 m |
ACCESS ROAD |
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New Permanent road (from Powerhouse to Headworks) |
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10.87 km |
Branch to Adits |
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0.8 km |
Economic Indicators wothout Transmission Line |
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Project Cost |
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NRs. 859.89 crore. |
Total Annual Energy |
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247.89 GWh |
Firm Energy (90 % Hydrological Firm) |
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137.71 GWh |
Secondary Energy |
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110.18 GWh |
Benefit / Cost at 10 % discount rate |
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1.09 |
Facilities for Black Start, Off Grid Mode Operation or Local Grid Mode Operation shall be incorporated in the Project.
Note: Dimensions given above are approximate values. Dimensions and other minor details given above which do not adversely affect the performance of the Project as required by or envisaged in this PPA, may change during detail engineering and construction phase, provided that such deviations/changes are approved by Coordination Committee.