Nara Canal is a perennial irrigation canal having six falls but two
falls on the canal at RD 26 and RD 139 are found to be favourable
for hydropower development. A number of layouts plan has been
studied by collecting discharge data for the years 1995 to 2005 and
flow duration curves were prepared to ascertain the availability of
flows. For design discharge of the studied layouts, flow of 311
m3/s and 307 m3/s for Layout-A and Layout-B respectively which were
available 30% time of the year were selected. Power potential and
Energy output were evaluated for both layouts in comparying and
finalization of layout scheme. The maximum power output for
Layout-A and Layout-B was 5.5 MW and 8.11 MW respectively.The mean
annual energy output expected for Layout-A and Layout-B was 35.5
GWh and 57.17 GWh respectively. Detailed results are presented in
this technical book. The authors appreciate the efforts of
Barthlemy Chaton and his team in facilitating and highly
acknowledge publishing of it by VDM Publishing House Ltd., for
technical knowledge sharing internationally.
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