From the constant head permeability test arrangement shown, the following values are given: Void ratio of specimen = 0.46 Length of Soil Sample = 450mm Constant head difference = 700mm Water collected in a period of 3 min = 0.000354 m3 Cross-sectional Area of Soil Sample = 0.00226 m2 Determine the coefficient permeability in m/hour (Ans: 2.102 m/hr) Compute the discharge of velocity in m/min. (Ans: 0.052 m/min)
From the constant head permeability test arrangement shown, the following values are given: Void ratio of specimen = 0.46 Length of Soil Sample = 450mm Constant head difference = 700mm Water collected in a period of 3 min = 0.000354 m3 Cross-sectional Area of Soil Sample = 0.00226 m2 Determine the coefficient permeability in m/hour (Ans: 2.102 m/hr) Compute the discharge of velocity in m/min. (Ans: 0.052 m/min)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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From the constant head permeability test arrangement shown, the following values are given:
- Void ratio of specimen = 0.46
- Length of Soil Sample = 450mm
- Constant head difference = 700mm
- Water collected in a period of 3 min = 0.000354 m3
- Cross-sectional Area of Soil Sample = 0.00226 m2
- Determine the coefficient permeability in m/hour (Ans: 2.102 m/hr)
- Compute the discharge of velocity in m/min. (Ans: 0.052 m/min)
- Compute the seepage velocity in m/min. (Ans: 0.165 m/min)
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