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Question

A weir on a permeable foundation with downstream sheet pile as shown in the figure below. The exit gradient as per Khosla's methods is


A
1 in 5.0
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B
1 in 3.33
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C
1 in 6.67
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D
1 in 4.5
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Solution

The correct option is B 1 in 3.33
The exit gradient may be given as,

GE=Hd×1πλ

Where,
λ=1+1+α22 and α=bd

Here, b = 10 m, d = 5 m, H = 6 m

α=bd=105=2

and λ=1+1+42=1.618

GE=65×1π1.618

=0.30=13.33

1 in 3.33

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