Using Kd = 188 , calculate the retardation factor using the equation 1 + P b K d / Q = R where R is termed retardation factor. Assume the aquifer has an effective porosity of 0.25, and a bulk density of a sandy soil of 1.3 g/cm3 . Calculate the retarded velocity of the contaminant, using the retardation factor you calculated and assuming the aquifer has a retardation effect on the contaminant for the velocity calculated from the previous question.

Using Kd = 188 , calculate the retardation factor using the equation 1 + P b K d / Q = R where R is termed retardation factor. Assume the aquifer has an effective porosity of 0.25, and a bulk density of a sandy soil of 1.3 g/cm3 . Calculate the retarded velocity of the contaminant, using the retardation factor you calculated and assuming the aquifer has a retardation effect on the contaminant for the velocity calculated from the previous question.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter7: Permeability

Section: Chapter Questions

Problem 7.14P

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