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e figure below shows layers of soil in a tube that is 100 mm x 100 mm in cross section. Water is oplied to maintain a constant head difference of 400 mm across the sample. The hydraulic nductivities of the soils in the direction of flow through them are as follows: soil ст Porosity, n k (O sec 1 x 10-2 3 x 10-3 A 25% 32% C 4.9 x 10-4 22%

e figure below shows layers of soil in a tube that is 100 mm x 100 mm in cross section. Water is oplied to maintain a constant head difference of 400 mm across the sample. The hydraulic nductivities of the soils in the direction of flow through them are as follows: soil ст Porosity, n k (O sec 1 x 10-2 3 x 10-3 A 25% 32% C 4.9 x 10-4 22%

Structural Analysis
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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The figure below shows layers of soil in a tube that is 100 mm x 100 mm in cross section. Water is supplied to maintain a constant head difference of 400 mm across the sample. The hydraulic conductivities of the soils in the direction of flow through them are as follows: ст k `sec' soil Porosity, n A 1 x 10-2 25% 3х 10-3 32% C 4.9 x 10-4 22% a.) Calculate the equivalent k in cm/sec.
Transcribed Image Text:The figure below shows layers of soil in a tube that is 100 mm x 100 mm in cross section. Water is supplied to maintain a constant head difference of 400 mm across the sample. The hydraulic conductivities of the soils in the direction of flow through them are as follows: ст k `sec' soil Porosity, n A 1 x 10-2 25% 3х 10-3 32% C 4.9 x 10-4 22% a.) Calculate the equivalent k in cm/sec.
b.) Calculate the rate of water supply in cm/hr c.) Calculate the seepage velocity through soil C in m/sec. Water supply Constant head difference = 400 mm 150 mm I 150 mm 200 mm
Transcribed Image Text:b.) Calculate the rate of water supply in cm/hr c.) Calculate the seepage velocity through soil C in m/sec. Water supply Constant head difference = 400 mm 150 mm I 150 mm 200 mm
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