A hydraulically efficient trapezoidal section of open channel flow carries water at the optimal depth of 0.6m. Chezy coefficient is 75 and bed slope is 1 in 250. what is the discharge through the channel?
1.62 m3/s
Q=CA√RS
For hydraulically efficient trapezoidal section,
A=√3y2e=√3×(0.6)2=0.624 m
R=ye2=0.62=0.3 m
∴Q=75×0.624×√0.3×1250=1.62 m3/s