A sample of coarse sand is tested in constant head permeameter. The sample is 20cm high
and has a diameter of 8cm. Water flows through the soil under a constant head of 1m for 15
minutes. The mass of discharged water was found to be 1.2 kg. The coefficient of
permeability of the soil.
A) 0.0033 cm/s
B) 0.0043 cm/s
C) 0.0053 cm/s
D) 0.0063 cm/s
Answers
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Explanation:
D) 0.0063 cm/s
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Answered by
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Answer:
D) 0.0063 is the correct one
Explanation:
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