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Question

A rectangular channel 6.0 m wide carries a discharge of 16.0m3/s under uniform flow condition with normal depth of 1.60 m. Manning's 'n' is 0.015.

The longitudinal slope of the channel is

A
0.000585
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B
0.000485
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C
0.000385
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D
0.000285
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Solution

The correct option is A 0.000585
The velocity per Manning's equations is given by

V=1nR2/3S1/2

Here, Q=16m3/s,n=0.015,B=6.0m

A=6.0×1.60=9.6m2

R=AP=9.66.0+(1.6×2)=1.04m

But Q = AV

Q=A×1nR2/3S1/2

16=9.6×10.015×(1.04)2/3×S1/2

S=0.00059

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