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e question An area consists almost entirely of sandy loam with a saturated hydraulic conductivity...

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e question An area consists almost entirely of sandy loam with a saturated hydraulic conductivity of 6 mm/h, average suction head of 110 mm, porosity of 0.45, field capacity of 0.190, wilting point of 0.085, and depression storage of 4 mm. The design rainfall is given by: Design rainfall Interval (min) Average Intensity (mm/h) 0-10 10 10-20 12 20-30 59 30-40 101 40-50 62 50-60 Calculate the cumulative infiltration in mm after 20 min. Assume the initial moisture conditions are midway between the field capacity and wilting point. Answer: e question An area consists almost entirely of sandy loam with a saturated hydraulic conductivity of 6 mm/h, average suction head of 110 mm, porosity of 0.45, field capacity of 0.190, wilting point of 0.085, and depression storage of 4 mm. The design rainfall is given by: Design rainfall Interval (min) Average Intensity (mm/h) 0-10 10 10-20 12 20-30 59 30-40 101 40-50 62 50-60 Calculate the cumulative infiltration in mm after 20 min. Assume the initial moisture conditions are midway between the field capacity and wilting point

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