4) During a 10 hour rainfall, precipitations in Table 3 are observed. Table3: Precipitations (mm) hour total precipitation (mm) 0-2 52 2-4 52 4-6 28 6-8 35 8-10 5 considering that initial infiltration capacity is 10 mm/hour, limit value of infiltration capacity is 10 mm/hour, Horton parameter --k-- is 0.3, calculate total infiltration and direct runoff. b) Assuming that depression and interception losses are ignorable, calculate and w indices.
4) During a 10 hour rainfall, precipitations in Table 3 are observed. Table3: Precipitations (mm) hour total precipitation (mm) 0-2 52 2-4 52 4-6 28 6-8 35 8-10 5 considering that initial infiltration capacity is 10 mm/hour, limit value of infiltration capacity is 10 mm/hour, Horton parameter --k-- is 0.3, calculate total infiltration and direct runoff. b) Assuming that depression and interception losses are ignorable, calculate and w indices.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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