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Define the Thiem Equations for Confined Aquifers
Using natural log: Q = 2pKm(h2 - h1)/ln(r2/r1)
Using log10: Q = 2Km(h2 - h1)/((1055)log(r2/r1))
m = aquifer thickness
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The integration of strain over the depth is settlement. The method of producing the settlement is non-recoverable when the intensity of stress is removed. Hence, a permanent reduc
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