The construction is characterized by basic information about it its operational capacities:
|Upper operational water level
|279.60 m a.s.l.
|upper operational water level at Q0
|261.70 m a.s.l.
|Upper operational water level at Q3
|261.90 m a.s.l.
|Number of turbines
|Nominal revolutions of the turbine
|Maximum active power at the generator terminals
Estimated electricity production in an average wet year is amounting to 3,022,566 kWh (3,022 MWh).
Basic characteristics of the construction and its future operation:
SHPP Nosice is designed to utilize hydro-energetic potential of reconstructed flow of WW Nosice.
The building complex is situated in backfills of the left-bank spillway wing.
The changes will affect some existing structures of WW Nosice, e.g. an original fish lift and LV substation.
The SHPP will be accessible via an existing panel road in the complex WW Nosice connected to a local road communication Nosice. There is an option of a power output into LV substation of the hydro power WW Nosice.
The SHPP will be automatic, set to preferably respect purposes of WW Nosice. The construction demands a change of hydraulic conditions, especially its impact on surface and underground water regime.
|Name of the construction
|Place of the construction
|Cadastral area of a municipality Nimnica