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Question

A short reach of a 3 m wide rectangular open channel has its bed level falling in the direction of flow at a slope of 1 in 10000. It carries a discharge of 5 cumecs and its manning's roughness coefficient is 0.012. The flow in the reach is gradually varying. At a certain section in this reach, the depth of flow was measured as 0.6 m. The rate of change of water depth with distance (i.e., dydx) at this section is ×103.Take g=10ms2
  1. 11.5

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Solution

The correct option is A 11.5
S0=110,000
Q=5 cumecs, n=0.012
y=0.6 m,B=3 m

dydx=S0Sf1F2r
F=Vgy=QBygy=53×0.610×0.6=1.134
Now Q=1n(By)R23S12f
5=10.012(3×0.6)[3×0.63+(2×0.6)]23S12f
Sf=3.44×103
dydx=110,0003.44×1031(1.134)2=0.011675=11.67×103

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