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Engineering · Civil Engineering
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A cylindrical soil sample, 7.3 cm in diameter and 16.8 cm in height, is tested in a constant-head permeability apparatus. A constant head of 75 cm is maintained during the test. After 1 minute of testing, a total of 945.7 gm of water was collected. The temperature was 20 oC. The void ratio of the soil was 0.43. Calculate the following:

  1. The hydraulic gradient

  2. The flow rate

  3. The discharge velocity

  4. The seepage force per unit volume

  5. The coefficient of permeability

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