A silty-clay deposit 4 m thick lies between two layers of sand as shown below. If the coefficient of permeability of clay is 1×10−6cm/sec then the seepage through the clay is
A
4×10−8m3/sec/m2
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B
1.4×10−8m3/sec/m2
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C
0.67×10−8m3/sec/m2
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D
1.5×10−8m3/sec/m2
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Solution
The correct option is D1.5×10−8m3/sec/m2 Head causing the flow = 6 m Q=k.i.A=1×10−6×10−2×64×1m3/sec/m2 =1.5×10−8m3/sec/m2