4. Compute the (a) ponding time and (b) cumulative infiltration at ponding for a clay loam soil with a 25 percent initial effective saturation subject to a rainfall intensity of 5 cm/hr. Effective Porosity Wetting Front Suction Head (-cm) Hydraulic Conductivity K (cm/hr) Soil Class Porosity n Clay loam 0.309 20.88 0.464 0.10

4. Compute the (a) ponding time and (b) cumulative infiltration at ponding for a clay loam soil with a 25 percent initial effective saturation subject to a rainfall intensity of 5 cm/hr. Effective Porosity Wetting Front Suction Head (-cm) Hydraulic Conductivity K (cm/hr) Soil Class Porosity n Clay loam 0.309 20.88 0.464 0.10

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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