Soil Mechanics and Foundation Engineering Seepage Analysis

If A_v is the area of voids in cross-section and A is the total area of cross-section, the relation between seepage velocity (v_s ) and superficial velocity (v) is correctly represented as:

1

v_s = AvA_v

2

v_s = A_vv/A

3

v = Av_sA_v

4

v = A_vv_s/A

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