(a) The following data were recorded in a constant Head Permeability Test: Internal diameter of permeameter = 7.5 cm Head loss over a sample length of 18 cm = 24.7 cm Quantity of water collected in 60 seconds = 626 ml Porosity of the soil sample= 44% Calculate the coefficient of permeability of the soil. Also, determine the discharge velocity and the seepage velocity during the test.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(a)
The following data were recorded in a constant Head
Permeability Test:
Internal diameter of permeameter = 7.5 cm
Head loss over a sample length of 18 cm = 24.7 cm
Quantity of water collected in 60 seconds = 626 ml
Porosity of the soil sample = 44%
Calculate the coefficient of permeability of the soil. Also,
determine the discharge velocity and the seepage velocity
during the test.
Transcribed Image Text:(a) The following data were recorded in a constant Head Permeability Test: Internal diameter of permeameter = 7.5 cm Head loss over a sample length of 18 cm = 24.7 cm Quantity of water collected in 60 seconds = 626 ml Porosity of the soil sample = 44% Calculate the coefficient of permeability of the soil. Also, determine the discharge velocity and the seepage velocity during the test.
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