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2. A 15mm rainfall is recorded over a small catchment according to the table below. Infiltration tests in the area have given the following Horton equation parameters: a. Calculate the infiltration capacity as a function of time. It is assumed that the soil surface is always ponded with water. Can the Horton equation be applied to calculate infiltration for this rainfall event? fo=27 mm/hr, f.=6 mm/hr; k=3.5 hr. %3D

2. A 15mm rainfall is recorded over a small catchment according to the table below. Infiltration tests in the area have given the following Horton equation parameters: a. Calculate the infiltration capacity as a function of time. It is assumed that the soil surface is always ponded with water. Can the Horton equation be applied to calculate infiltration for this rainfall event? fo=27 mm/hr, f.=6 mm/hr; k=3.5 hr. %3D

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.6P
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2. A 15mm rainfall is recorded over a small catchment according to the table below. Infiltration tests in the area have given the following Horton equation parameters: a. Calculate the infiltration capacity as a function of time. It is assumed that the soil surface is always ponded with water. Can the Horton equation be applied to calculate infiltration for this rainfall event? fo = 27 mm/hr, f=6 mm/hr; k=3.5 hr. |Rainfall intensity (mm/hr) Time (hr) 0.00–0.25 40 0.25–0.50 3 0.50–0.75 12 0.75–1.00 16
Transcribed Image Text:2. A 15mm rainfall is recorded over a small catchment according to the table below. Infiltration tests in the area have given the following Horton equation parameters: a. Calculate the infiltration capacity as a function of time. It is assumed that the soil surface is always ponded with water. Can the Horton equation be applied to calculate infiltration for this rainfall event? fo = 27 mm/hr, f=6 mm/hr; k=3.5 hr. |Rainfall intensity (mm/hr) Time (hr) 0.00–0.25 40 0.25–0.50 3 0.50–0.75 12 0.75–1.00 16
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