A pumping test was made from a well in a permeable layer underlain by an impervious stratum. When steady state was reached, the following observations were made: q = 100 gal/min, h₁ = 20 ft, h₂ = 15 ft, r₁= 150 ft, and r₂ = 50 ft. Determine the coefficient of permeability of the permeable layer.

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 7.3P
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Geotechnical engineering- soil mechanics 

 

 

A pumping test was made from a well in a permeable layer underlain by an impervious
stratum. When steady state was reached, the following observations were made:
q = 100 gal/min, h₁ = 20 ft, h₂ = 15 ft, r₁ = 150 ft, and r₂ = 50 ft. Determine the
coefficient of permeability of the permeable layer.
Transcribed Image Text:A pumping test was made from a well in a permeable layer underlain by an impervious stratum. When steady state was reached, the following observations were made: q = 100 gal/min, h₁ = 20 ft, h₂ = 15 ft, r₁ = 150 ft, and r₂ = 50 ft. Determine the coefficient of permeability of the permeable layer.
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