The initial infiltration capacity of thesoil is 0.0386 cm per min, the timeconstant as 0.1018 per hour, and thecapacity of soil for final infiltration is0.6683 cm per hour. If the rain startsat 8:00PM on 10November2015, useHorton's Equation to solve for theinfiltration capacity of the soil (mmper hr) at 3:32AM(13November2015).

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The initial infiltration capacity of t soil is 0.0386 cm per min, the time constant as 0.1018 per hour, and capacity of soil for final infiltration 0.6683 cm per hour. If the rain sta at 8:00PM on 10November2015, Horton's Equation to solve for the infiltration capacity of the soil (mn per hr) at 3:32AM (13November2015).

The initial infiltration capacity of t soil is 0.0386 cm per min, the time constant as 0.1018 per hour, and capacity of soil for final infiltration 0.6683 cm per hour. If the rain sta at 8:00PM on 10November2015, Horton's Equation to solve for the infiltration capacity of the soil (mn per hr) at 3:32AM (13November2015).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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If the rain starts at 8.00PM on 10November 2015, use Horton's Equation to solve for the infiltration capacity of the soil (mm per hat 12:30AM the next day. Given the initial infiltration capacity of the soil is 0.0386 cm per min, the time constant as 0.1018 per hour, and the capacity of soit for hrial infiltration is 0.6683 cm per hour. Detailed solution step by step
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