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constant head permeability | Numerical on Permeability of Soil| Discharge & Seepage velocity of soil
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constant head permeability | Numerical on Permeability of Soil| Discharge & Seepage velocity of soil
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A sand sample of 35 cm2 cross sectional area and 20 cm long was tested in a constant head permeameter. Under a head of 60 cm, the discharge was 120 ml in 6 min. The dry weight of sand used for the test was 1 120 g, and Gs = 2.68. Determine (a) the hydraulic conductivity in cm/sec, (b)
the discharge velocity, and (c) the seepage velocity.
Soil mechanics numerical,
numerical on soil mechanics,
constant head permeability,
Numerical on Permeability of Soil,
Discharge & Seepage velocity of soil,
constant head permeability test,
constant head permeability problem,
soil mechanics solved problems,
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A sand sample of 35 cm2 cross sectional area and 20 cm long was tested in a constant head permeameter. Under a head of 60 cm, the discharge was 120 ml in 6 min. The dry weight of sand used for the test was 1 120 g, and Gs = 2.68. Determine (a) the hydraulic conductivity in cm/sec, (b)
the discharge velocity, and (c) the seepage velocity.
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