Salient Features
Sunkoshi Small Hydropower Project
GENERAL INFORMATION | |
Project Type | Run-of-River |
Installed Capacity | 2.60 MW |
Number of units | 2 |
Gross head | 124.50 m |
Net energy | 14.38 GWh |
HYDROLOGY | |
Catchment area | 81.00 km² |
Average annual flow | 5.77 m³/s |
Design discharge | 2.7 m³/s |
Minimum monthly flow | 1.10 m³/s |
Compensation flow | 90.00 l/s |
Project design floods | |
20-years | 130.00 m³/s |
100-years | 325.00 m³/s |
500-years | 460.00 m³/s |
HEADWORKS | |
Weir | |
Weir length | 36m |
Weir crest level | 952.50 m amsl |
Weir height (Above river bed) | 2.00 m |
Weir discharge capacity | 368.00 m³/s |
Intake | |
Bottom orifice sill level | 951.50 m amsl |
Intake orifice size | 1.50 m x 0.30 m (2 x 4 nos) |
Design discharge including gravel flushing and sediment flushing | 368.00 m³/s |
Maximum intake capacity | 8.00 m³/s |
Intake culvert | |
Total length | 60.00 m |
Canal slope | 1 in 50 |
Size | 1.29 x 2.20 m with 0.25 m freeboard at 100 years flood |
Gravel trap | |
Length (including transition) | 18.40 m |
Width | 4.00 m |
Settling length | 20.00 m |
Flushing discharge | 0.80 m³/s |
Flushing gate | 1 no. size 0.60m x 0.75m |
Particle size to be settled | 5mm |
Gravel flushing channel | |
Type | Rectangular with hard stone lining |
Length | 12.50 m |
Width | 1.00 m x 1.50 m |
Slope | 1:35 |
Pipe Crossing | |
Truss bridge length | 30.00 m |
Pipe crossing | 40 m long 1300 dia 6 mm thick MS pipe |
Approach canal | |
Length | 220.00 m |
Size | 1.60 m x 1.50 m |
Slope | 1:530 |
Settling basin | |
Length (including transition) | 77.00 m |
Settling chambers | 2 nos., 4.50 m wide each |
Settling length | 45.00 m |
Flushing discharge | 1.08 m³/s |
Particle size to be settled | 0.2 mm |
Particle trapping efficiency | 90% |
Sediment flushing gate size | 2 nos. 0.6m x 0.6m |
Sediment flushing channel | |
Type | Rectangular |
Length | 23.00 m |
Size | 1.20 m x 1.00 m |
Slope | 1:30 |
Forebay | |
Size | 10.00 m x 10.50 m x 5.60 m |
Pressure Pipe | |
Type | Buried and exposed |
Material | GRP and mild steel |
Total length | 25.50 m |
Internal diameter | 1200mm and 1300mm |
POWERHOUSE | |
Type | Surface |
Size | 18.00 m wide and 24.00 long |
Turbine axis level | 825.50 m amsl |
TAILRACE | |
Type | Open canal structure |
Length | 43.00 m |
Tail water level | 819.00 m amsl |
ELECTRO-MECHANICAL EQUIPMENTS | |
Turbine | |
Turbine type | Turgo |
Model | XJA – 60A/2 x14.5 |
Number of units | 2 nos. |
Rated capacity | 1317 kW each |
Efficiency | 85% |
Turbine inlet valve | Gate valve |
Powerhouse crane | Overhead travelling crane |
Capacity | 10 tons |
Generator | |
Model | SFW 1250-10/ 1430 |
Rated Output | 1250 kW each |
Rated frequency | 50 hz |
Rated Current | 143.2 A |
Rated Voltage | 6300 V |
Power factor | 0.8 |
Rated speed | 750 rpm |
Insulation Degree | F/F |
Main Transformer | |
Model | S93150-11/6.3 |
Rated Capacity | 3150 kVA |
Voltage | 6.3 kV to 11 kV |
Service Power Transformer | |
Model | S9-M-63/6kV |
Rated Capacity | 63 kVA |
Excitation Transformer | |
Model | ZSJ-50/ 6 kVA |
Rated capacity | 50 kVA |
Transmission line | |
Line length | 6.3km long, 11kV, single circuit |
Switchyard | 17 m x 15 m (approx.) |
POWER AND ENERGY | |
Design discharge | 2.70 m³/s |
Gross head | 125.5 m |
Net head at full flow | 117.5 m |
Installed capcity | 2.6 MW |
Total energy per year | 14.38 GWh |
Power evacuation | At 11 kV Sunkoshi Substation, Phurketar, Lamosanghu, NEA HT switchboard 11 kV, 25 kA with copper Bus bar rated 2000 A consisting of incomer panel |