The initial infiltration capacity fo of a watershed is estimated as 1.2 in/hr, and the time constant is taken to be 0.35 hr -1. The equilibrium capacity fc is 0.15 in/hr. Use Horton's equation to find the total volume of infiltration (a) over the 8-hr period, (b) from 2hrs after precipita- tion up to 6hrs, and (c) for the last 3hrs of the 8-hr infiltration duration.
The initial infiltration capacity fo of a watershed is estimated as 1.2 in/hr, and the time constant is taken to be 0.35 hr -1. The equilibrium capacity fc is 0.15 in/hr. Use Horton's equation to find the total volume of infiltration (a) over the 8-hr period, (b) from 2hrs after precipita- tion up to 6hrs, and (c) for the last 3hrs of the 8-hr infiltration duration.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The initial infiltration capacity fo of a watershed is estimated as 1.2 in/hr, and the time constant is taken to be 0.35 hr -1. The equilibrium
capacity fc is 0.15 in/hr. Use Horton's equation to find the total volume of infiltration (a) over the 8-hr period, (b) from 2hrs after precipita-
tion up to 6hrs, and (c) for the last 3hrs of the 8-hr infiltration duration.
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