Abstract
The problem of predicting changes in the water table due to changes in the amount of water supplied is analyzed for a specific case. The differential equation describing the situation is (e/km) ∂2ϕ/∂t=∂2ϕ/∂x2-A/k where e is a storage factor, k the hydraulic conductivity, m the thickness of the aquifer, ϕ the hydraulic head, and A the steady-state loss due to deep seepage and/or evapotranspiration. The Laplace transformation is used for solving the above equation, subject to an appropriate set of boundary conditions.
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