Salient Features


GENERAL
Location About 20 km from Muzaffarabad on Agarnullah which is a left bank tributary of Jhelum River
HYDROLOGY
  • Catchment Area up to Weir Site 117km2
  • Mean Annual Flow 3.71m3/s
  • Design Discharge 5.20m3/s
  • Design Flood 181m3/s(1000 year return period)
TOPOGRAPHY
  • GrossHead 336m
  • NetHead 317.2m
CIVIL STRUCTURES
DIVERSION WEIR
  • Type of Intake Concrete Diversion Weir with Lateral Intake
  • Height above Nullah Bed 7.5m
  • Length of the Crest 52m
  • Crest Elevation 935.0 masl
CONNECTING CHANNEL
  • Cross Section(Internal) 2.40m x 1.8m,RCC
  • Velocity 1.55m/s
  • Length of Channel 110m
SAND TRAP
  • Number of Chambers 2
  • Length with Transition 56m
  • Clear Width 3.0m
  • Water Depth 4.33to6.01m
HEAD RACE CHANNEL
  • Cross Section(Internal) 2.4m x 1.80m
  • Type of Section RCC
  • Length of Channel 9930m
  • No. of Aqueduct for Crossing 3
FOREBAY
  • Width 8m
  • Length 40m
PENSTOCK
  • Diameter 1.45m
  • Length 1390m
POWERHOUSE
  • Length 29.4m
  • Width 12.25m
ELECTRO-MECHANICAL EQUIPMENT
  • Type of Turbine Pelton Wheel with Horizontal Axis
  • No. of Units Four(04)
  • Installed Capacity 14MW
  • Annual Energy Generated 75.48GWh
  • Firm Power(95%oftime) 2.70MW
  • Plant Factor 61.6%
  • Generation Voltage 11kV
  • Voltage of Dispatch 132kV
  • Transmission Line 20km
PROJECT COST AND ECONOMIC AND FINANCIAL VIABILITY
  • Project Cost(WithTrans.+IDC) US $35.558 million
  • Foreign Components US $21.900 million
  • Project Economical IRR 24.85%
  • Project Financial IRR 14.56%
  • Benefit/ CostRatio 1.66
  • Unit Cost(UScent/kWh) 7.803
  • Unit Cost(Rs./kWh) 6.399
CONSTRUCTION PERIOD
  • Preliminary Works 01 Year
  • Construction Period 03 Year