The results of a constant head permeability test for a fine, Civil Engineering

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The results of a constant head permeability test for a fine

The results of a constant head permeability test for a fine sand sample having a diameter of 25cm and a length of 50 cm are as follows:

Constant head difference: 0.7 m

Time of collection of water: 6 minutes

Volume of water collected: 0.0914 US gallon

Temperature of water: -25 degree Celsius

Compute the coefficient of permeability (k) in mm/sec applying Darcy's Law.

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Civil Engineering: The results of a constant head permeability test for a fine

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Civil Engineering: The results of a constant head permeability test for a fine

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