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Define Dupuit Equations for Unconfined Aquifers
Using natural log: Q = ΠK((h2)2 - (h1)2)/ln(r2/r1)
Using log10: Q = K((h2)2 - (h1)2)/((1,055)log(r2/r1))
Note: 1,055 = (2.3 log10/ln)(1,440 min/day)/p
A retaining wall 4.5 m high with vertical back supports a backfill with horizontal surface. The unit weight of the fill is 18 kN/m 3 and the angle of internal friction is 36°. The
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