For a hydraulically efficient rectangular channel of bed width 5
A. 0.5 m
B. 1.25 m
C. 2.75 m
D. 4.25 m
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Right Answer is: B
SOLUTION
For hydraulically efficient rectangular channel, depth of flow (y) is half of the width (B).
Y = B/2
\({\rm{Hydraulic\;Radius}},{\rm{\;R}} = \frac{{{\rm{Area\;}}\left( {\rm{A}} \right)}}{{{\rm{Wetted\;Perimeter\;}}\left( {\rm{P}} \right)}}\)
Area, A = B × y = By
Wetted Perimeter, P = B + 2y = 4y {∵ B = 2y}
\({\rm{Hydraulic\;Radius}},{\rm{\;R}} = \frac{{{\rm{By}}}}{{4{\rm{y}}}}\)
\(R = \frac{{\bf{B}}}{4} = \frac{5}{4} = 1.25\;{\bf{m}}\) {∵ B = 5 m, given}
Note:
Conditions of hydraulic efficient channel for other shapes:
1. Triangular channel: Vertex angel should be 90°.
2. Trapezoidal channel: Side slope is 1:1 i.e. side slope angle should be 45°.