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Question

A flownet of a coffer dam foundation has 6 flow channels and 18 equipotential drops. The head of water lost during seepage is 6 m. If the coefficient of permeability of foundation is 4×105 m/min, then the seepage loss per metre length of dam will be

A
2.16×102m3/day
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B
6.48×102m3/day
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C
11.52×102m3/day
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D
34.56×102m3/day
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Solution

The correct option is C 11.52×102m3/day
Seepage loss per metre length,

q=k×NfNd×H

Given, k=4×105m/min

4×105×24×60m/day

=0.0576m/day

q=0.0576×618×6

=11.52×102m3/day

Nf is number of flow channels = 6.0

Nd is number of equipotential drops = 18

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