For constant head laboratory test on fine sand, the following values are obtained. Length of specimen Diameter of specimen 10 inches 2.5 inches 22 inches 0.044 cubic inches Head difference Water collected in 2minutes Void ratio of soil sample 0.34 a) Calculate the hydraulic conductivity of the sample in in/min. b) Calculate the discharge velocity c) Calculate the seepage velocity

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For constant head laboratory test on fine sand, the following values are obtained.
Length of specimen
Diameter of specimen
10 inches
2.5 inches
Head difference
22 inches
Water collected in 2minutes
0.044 cubic inches
Void ratio of soil sample
0.34
a) Calculate the hydraulic conductivity of the sample in in/min.
b) Calculate the discharge velocity
c) Calculate the seepage velocity
Transcribed Image Text:For constant head laboratory test on fine sand, the following values are obtained. Length of specimen Diameter of specimen 10 inches 2.5 inches Head difference 22 inches Water collected in 2minutes 0.044 cubic inches Void ratio of soil sample 0.34 a) Calculate the hydraulic conductivity of the sample in in/min. b) Calculate the discharge velocity c) Calculate the seepage velocity
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