Nabin Kumar Ijam | Civil & Hydropower Engineer

HYDRAULIC DESIGN OF SPILLWAY DESIGN

Flood discharge(\(Q\) in m³/s):
Length of spillway (\(L\) in m):
Upstream depth of spillway from bottom (\(P\) in m):
Inclination of upstream face (\(i_u\)):
Number of pier (\(n_p\)):
Thickness of pier (\(t_p\)):
Weir Crest level (WCL):

DESIGN RESULTS

Head over crest (\(h_s\)):

High flood level (HFL):

P = m

H = m