A uniform rainfall with the intensity of 7.9 in/hr happened across an entire watershed. The soil has saturated hydraulic conductivity of 1.5 in/hr, porosity of 0.48, initial moisture content of 0.29, and suction head at the wetting front is -10.1 in. Calculate the ponding time and the water depth that will infiltrate before saturation is reached. O a. tp = 0.14 hr, F(tp) = 1.14 in O b. tp = 0.01 hr, F(tp) = 0.04 in Oc. tp = 0.09 hr , F(tp) = 0.69 in O d. tp = 0.06 hr , F(tp) = 0.45 in

Structural Analysis
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A uniform rainfall with the intensity of 7.9 in/hr happened across an entire watershed. The soil has saturated hydraulic conductivity of 1.5 in/hr, porosity of
0.48, initial moisture content of 0.29, and suction head at the wetting front is -10.1 in. Calculate the ponding time and the water depth that will infiltrate
before saturation is reached.
O a. tp = 0.14 hr , F(tp) = 1.14 in
O b. tp = 0.01 hr , F(tp) = 0.04 in
O . tp = 0.09 hr , F(tp) = 0.69 in
O d. tp = 0.06 hr , F(tp) = 0.45 in
Transcribed Image Text:A uniform rainfall with the intensity of 7.9 in/hr happened across an entire watershed. The soil has saturated hydraulic conductivity of 1.5 in/hr, porosity of 0.48, initial moisture content of 0.29, and suction head at the wetting front is -10.1 in. Calculate the ponding time and the water depth that will infiltrate before saturation is reached. O a. tp = 0.14 hr , F(tp) = 1.14 in O b. tp = 0.01 hr , F(tp) = 0.04 in O . tp = 0.09 hr , F(tp) = 0.69 in O d. tp = 0.06 hr , F(tp) = 0.45 in
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