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Question

According to Darcy's law for flow through porous media, the velocity is proportional to

A
effective stress
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B
hydraulic gradient
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C
cohesion
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D
stability number
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Solution

The correct option is B hydraulic gradient
Darcy's law: In one dimensional flow, discharge through fully saturated soil is given by Darcy

q = K i A
or V = k i
v α i

where,

q = Discharge

A = Cross-section area of soil corresponding to flow 'q'

K = Coefficient of permeability

i = Hydraulic gradient

v = Superficial velocity of flow or discharge velocity.

Hence the option (b) is correct.

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