where
(I)
h = water table elevation, K = permeability, s and b = sand blanket and ballast. = thickness of sand blanket, z,8 = elevation of subgrade above lowest point of subgrade. q = recharge. S1= specific yield (drainable porosity), t = time. and x = horizontal coordinate.

 

calculate H with respect to x and t.
SolneedH=f(x ,t)

 

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