· State Darcy
law :-
The law of flow of water
through soil was first studied by Darcy (1856), who demonstrated experimentally
that for laminar flow condition in a saturated soil ,the discharge per unit
time is proportional to the hydraulic gradient .
Q = kia
Or, v = q/a = ki
Where,
Q = discharge per unit
time
A = total cross sectional
area of soil mass
I = hydraulic gradient
K = Darcy’s coefficient
of permeability
V = velocity of flow
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