Compute the ponding time (in minutes) and cumulative infiltration at ponding (in centimetres) for a sandy clay loam soil of 25% initial effective saturation (Se) for rainfall intensities of 2 cm/h and 5 cm/h. Note: Calculate the results rounded to the second digit after the decimal point. Hint: A0=(1-Se)×0e

Compute the ponding time (in minutes) and cumulative infiltration at ponding (in centimetres) for a sandy clay loam soil of 25% initial effective saturation (Se) for rainfall intensities of 2 cm/h and 5 cm/h. Note: Calculate the results rounded to the second digit after the decimal point. Hint: A0=(1-Se)×0e

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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