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
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
Chapter2: Loads On Structures
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb2d7e9b1-7208-47e7-acf1-5a4d04c3ff3b%2Fc887d205-c017-4258-8ae5-b9c57cd06dd3%2F5c1eshd_processed.png&w=3840&q=75)
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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