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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Transcribed Image Text: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
a) 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.
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