| NABIN KUMAR IJAM | Structural & Hydropower Engineer |
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HYDRAULIC DESIGN OF STILLING BASIN
Flood discharge (\(Q\) in m
3
/s):
Upstream water level (HFL in m):
Weir invert level (WIL in m):
Tail water level (TWL in m):
Length of spillway (\(B\) in m):
Type of basin:
I
II
STILLING BASIN DESIGN
DESIGN RESULT
