For a small drainage area, the infiltration rate at the start of rainfall storm was record to be 90 mm/hr and decreased exponentially to a constant rate of 8 mm/hr after 2.5 hr. The total infiltration during 2.5 hr was 50 mm. Develop the Horton's equation for the infiltration rate at any time t < 2.5 hr Exercise [1]For a small drainage area, the infiltration rate at the start of rainfallstorm was record to be 90 mm/hr and decreased exponentially to aconstant rate of 8 mm/hr after 2.5 hr. The total infiltration during 2.5hr was 50 mm. Develop the Horton's equation for the infiltration rateat any time t< 2.5 hr.

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Answered: Exercise [1] For a small drainage area,…

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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For a small drainage area, the infiltration rate at the start of rainfall storm was record to be 90 mm/hr and decreased exponentially to a constant rate of 8 mm/hr after 2.5 hr. The total infiltration during 2.5 hr was 50 mm. Develop the Horton's equation for the infiltration rate at any time t < 2.5 hr

Exercise [1]
For a small drainage area, the infiltration rate at the start of rainfall
storm was record to be 90 mm/hr and decreased exponentially to a
constant rate of 8 mm/hr after 2.5 hr. The total infiltration during 2.5
hr was 50 mm. Develop the Horton's equation for the infiltration rate
at any time t< 2.5 hr.

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