Situation 01. Given the data below, using Horton's Equation, compute for the total time (in days) to get a total infiltration volume of 0.514ft. Final infiltration 7.84 mm/hr capacity Initial сарacity time constant Infiltration 45.63 mm/hr 12 mm/hr

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Chapter2: Loads On Structures
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Situation 01. Given the data below, using Horton's Equation, compute for the total time
(in days) to get a total infiltration volume of 0.514ft.
Final
infiltration 7.84 mm/hr
сарacity
Initial
Infiltration 45.63 mm/hr
сарacity
time constant
12 mm/hr
Situation 02. Parameters in Philip's equation for a clay soil are S = 45 cm/and K = 10
cm/h. Determine the cumulative infiltration and the infiltration rate at 0.5-hour
increments for a 3-hour period. Plot both as functions of time, and lot the infiltration rate
as a function of the cumulative infiltration.
Transcribed Image Text:Situation 01. Given the data below, using Horton's Equation, compute for the total time (in days) to get a total infiltration volume of 0.514ft. Final infiltration 7.84 mm/hr сарacity Initial Infiltration 45.63 mm/hr сарacity time constant 12 mm/hr Situation 02. Parameters in Philip's equation for a clay soil are S = 45 cm/and K = 10 cm/h. Determine the cumulative infiltration and the infiltration rate at 0.5-hour increments for a 3-hour period. Plot both as functions of time, and lot the infiltration rate as a function of the cumulative infiltration.
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