Preliminary Salient features of Mai Cascade Hydropower Project (4.5 MW)
Location |
Danabari VDC, Ilam District
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Hydrology at Intake
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Catchment area
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As per MHP
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Design Flow
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As per MHP
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Minimum mean monthly flow
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As per MHP
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Maximum flood flow
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As per MHP
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Proposed Structures
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Intake
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Tailrace of the Mai Hydropower Project
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- Tailrace of MHP 263.91m length , 3.5 m breadth ,3.8m height
- Headrace Canal Of MCHP 3910.65m long , 6.8m Top width ,206.m bottom width ,1:1500 longituditonal slope ,2.6 m height
- Intake Canal of MCHP 188.06m length, 3.5m breadth ,3.8m height
- Flushing from headrace Canal At chainge 1324m ,Flushing canal lenght=109.7m,breadth=3m and height=3.5m
- Stream Crossings Detail
Type: Recatngular(R.C.C),breadth=206m ,height=206m
Crossing 1 12 m (chainge 477)
Crossing 2 15m(chainge 1529)
Crossing 3 15m (chainge 2389)
Crossing 4 15m (chainge 2963)
Crossing 5 15m (chainge 3484)
- Forebay 66.40 m long, 12.80 m wide and 4.98 m depth
- Spillway at forbay 165m long,8m wide and 3.2m depth
- Penstock Pipe 66.58 m long, 2.5 m ø, 10 mm thick and 11.51 m long, 1.2 4m ø, 12 mm thick, 2 pipes
- Power house Reinforced Concrete(RCC), length =51.65m ,breadth=21.87m and height =16.18m
- Tailrce Canal length =500m ,breadth= 5m and height= 2.5 m
- Turbine 2 Nos Francis Turbine
- Transmission line 33 KV, 3.5 -4 km
Energy:
- Gross Head 42 meters
- Installed Capacity 4500 kW
- Average Annual Energy 31.02 GWh
- Average Dry Energy 6.56 GWh
- Average Wet Energy 24.46 GWh
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