A trapezoidal channel having side slope 1.5H : 1V carries 2 cumecs of water, for most efficient channel, the bed width and depth of flow respectively are: (Take n = 0.012 and s = 2×10−4)
⇒B+2my=2y√1+m2
B+(2×1.5)y=2y√1+(1.5)2
B=0.605y
Area of flow,
A=By+1.5y2
=2.105y2
Q=AnR2/3S1/2
2=2.105y20.012(y2)2/3(2×10−4)1/2
⇒y=1.1m
∴B=(0.605×1.1)=0.6655m≈0.7m