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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
design a 3-meter cantilever slab to carry a uniform total dead load of 8.2KN/m^2 and a concentrated live load at the free end of 30 KN/m. f''c=28Mpa fy=420Mpa.
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