A pumping test was carried out in a soil bed of thickness 15 m and the following measurements were recorded. Rate of pumping was 10.6 x 10^-3 m3/s ; drawdowns in observation wells located at 15 m and 30 m from the center of the pumping well were 1.6 m and 1.4 m,Trespectively, from the initial groundwater level. The initial groundwater level was located at 1.9 m below ground level. Determine k in cm/s.   a. 2.6 x 10^-6 b. 5.0 x 10^-2 c. 3.47 x 10^-2 d. 6.7 x 10^-1

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A pumping test was carried out in a soil bed of thickness 15 m and the following measurements were recorded. Rate of pumping was 10.6 x 10^-3 m3/s ; drawdowns in observation wells located at 15 m and 30 m from the center of the pumping well were 1.6 m and 1.4 m,Trespectively, from the initial groundwater level. The initial groundwater level was located at 1.9 m below ground level. Determine k in cm/s.

 

a. 2.6 x 10^-6

b. 5.0 x 10^-2

c. 3.47 x 10^-2

d. 6.7 x 10^-1

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