Permeability of Soil
Permiability is the process of passage of water through the
soil. Permeability is very high in coarse grain soil than the fine grain soil,
because in fine grain soil, The soil particles are very closely situated to each other hence, the water find
it hard to pass through the soil.
The coefficient of permeability depends on the soil
property, void ratio and temperature. The coefficient of permeability can be
determined by conducting two tests in laboratory. These tests are i) Constant
head permeability test and ii) variable head permeability test.
Constant head
permeability test :
In this test a constant head of water is maintained .This
test is done for coarse grain soil. The soil sample is placed between two
porous stones . The soil is saturated completely before conducting the test.
The coefficient of permeability is calculated by the following formula
K=QL/Aht
Where, Q= Discharge
L= Length of the specimen
A= cross section area of the
specimen
h= head causing flow
t= time
Variable head
permeability test :
This test is performed for fine grain soils. In this test
constant head of water is not maintained but instead two heads are measured at
two different time. In this test the
coefficient of permeability is calculated by the given formula.
K= 2.303aL/At Log (h1/h2)
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