In a constant head test, the sample of sand was collected 150 cm3 of water in just two minutes. The diameter is 5.08 centimeters, the length was 10 centimeters, and the head was maintained at 20 cm. 1) Determine the coefficient of permeability (Ans. 3.08 x 10-2 cm/s) 2) Determine the kind of soil (Ans. Coarse Sand) 3) Determine the interstitial velocity if n=0.3 (Ans. 0.21 cm/s)
In a constant head test, the sample of sand was collected 150 cm3 of water in just two minutes. The diameter is 5.08 centimeters, the length was 10 centimeters, and the head was maintained at 20 cm. 1) Determine the coefficient of permeability (Ans. 3.08 x 10-2 cm/s) 2) Determine the kind of soil (Ans. Coarse Sand) 3) Determine the interstitial velocity if n=0.3 (Ans. 0.21 cm/s)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In a constant head test, the sample of sand was collected 150 cm3 of water in just two minutes. The diameter is 5.08 centimeters, the length was 10 centimeters, and the head was maintained at 20 cm.
1) Determine the coefficient of permeability (Ans. 3.08 x 10-2 cm/s)
2) Determine the kind of soil (Ans. Coarse Sand)
3) Determine the interstitial velocity if n=0.3 (Ans. 0.21 cm/s)
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Follow-up Question
Determine the seepage velocity, in cm/min, if the porosity of soil is 0.30.
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Find the discharge velocity of soil in cm/min.
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