Mphanda Nkuwa (MN) Project Data Summary
 
MAIN PROJECT FEATURES FEASIBILITY DESIGN
Catchment Area (total - from sources to MN)   1 086 000 km²
Annual Mean Flow at MN   2 578 m³/s
Fully Supply Level (FSL) before CB extension 205 m a.s.l
Tailwater Elevation at full capacity   138.3 m a.s.l
Normal Gross Head, all units at full load before CB 67 m
Reservoir Area at FSL      
Resettlement Requirement approximate population 1 400 persons
Live Storage before CB extension 840 10mil. m³
Dead Storage before CB extension 1 484 10mil. m³
Design Discharge, all units at full load   2 200 m³/s
Installed capacity at plant HV terminals 4x325 MW vertical Francis 1 300 MW
Firm Power Capacity at 95% availability before CB extension 827 MW
Design Plan Factor    64 %
Mean Energy Production at plant HV terminals before CB extension 9 070 GWh/a
Secondary Energy Production at plant HV terminals before CB extension 1 817 GWh/a
Dam - RCC gravity type heigt above fundation 101 m
  crest length 457 m
Power House - Surface overall length 200 m
Transmission to Cahora Bassa 2x400kV AC 60 km
Transmission to Maputo 2x400kV AC 1 540 km
Power Loss to Maputo vs full generation capacity 8 %
Energy Loss to Maputo vs firm annual generation 5 %
Estimated Cost w/o interest during construction dam power plant 871 10mil.EUR
  transmission lines 953 10mil.EUR
  enviro. management 17 10mil.EUR
  total 1841 10mil.EUR
Estimated Construction Time   6.5 years

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