Assume a saturated hydraulic conductivity of 08 inhr a


Determine the rainfall excesses for successive periods by the Green-Ampt model. Assume a saturated hydraulic conductivity of 0.8 in./hr, a porosity of 0.62, an initial moisture content of 0.28, and an average capillary suction of 7.2 in. The depression storage is 0.5 in.

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Civil Engineering: Assume a saturated hydraulic conductivity of 08 inhr a
Reference No:- TGS0651709

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