Darcy's law is a simple proportional relationship between the instantaneous discharge rate through a porous medium, the viscosity of the fluid and the pressure drop over a given distance. Here we can calculate for Darcy's Law Hydraulic Gradient.
Formula:
i=(h1-h2)/l
where,
i = Hydraulic Gradient,
h1 = Pressure Head at Point 1,
h2 = Pressure Head at Point 2,
l = Length of Column.
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