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Stratification of soil is nothing but the arrangement of the different layers of soil based on similar properties. In general, natural soil deposits are formed in a stratified manner. The permeability of stratified soils or layered soils is explained in this article.

In stratified soils, it is assumed that each individual layer is homogeneous and isotropic. The coefficient of permeability of each layer is different from other layers. So for these type of soils, the average coefficient of permeability for whole soil deposit is to be determined.

The average coefficient of permeability varies according to the direction of flow. The direction of flow can be of two types :

- Flow Parallel to Bedding Planes
- Flow Perpendicular to Bedding Planes

For both the cases, assume a stratified soil mass of 3 layers whose thickness are Z_{1}, Z_{2 }and Z_{3} with _{1}, K_{2} and K_{3} respectively.

## 1. Flow Parallel to Bedding Planes

Let Q be the total discharge through soil deposit and q_{1}, q_{2} and q_{3} be the discharges of individual layers.

When the flow is parallel to the bedding planes, total discharge is the sum of individual layer discharges

Hence, Q = q_{1} + q_{2} + q_{3 }----------- equation (1)

We know discharge is the product of area and velocity. Assume Area of each layer as A_{1}, A_{2}, and A_{3}.

Area of entire soil deposit by considering width of soil layer as unity.

A= A_{1} + A_{2} + A_{3}
= (Z_{1} + Z_{2 }+ Z_{3}) x 1 = (Z_{1} + Z_{2
}+ Z_{3})

From Darcy’s law, velocity is the product of the coefficient of permeability (k) and hydraulic gradient (i). When the flow is parallel to the bedding planes, Head loss (h) is constant for all layers hence the hydraulic gradient is constant for all the layers.

h = h_{1} = h_{2} = h_{3}

Hence, i_{1} = i_{2} = i_{3} = i

Let k_{H} = be the Average horizontal coefficient of
permeability for entire soil deposit.

Q = k_{H }. i . A

Similarly, q_{1 }= k_{1 }. i_{1}. A_{1}

q_{2 }= k_{2}. i_{2} . A_{2}

q_{3 }= k_{3 }. i_{3} . A_{3}

From equation (1),

k_{H }. i . A = k_{1 }. i_{1}. A_{1
}+ k_{2}. i_{2} . A_{2 }+ k_{3 }. i_{3}
. A_{3 }-------------- equation (2)

By substituting and solving above expressions in equation (2), average coefficient of permeability when flow is parallel to bedding plane is obtained and it is expressed as

## 2. Flow Perpendicular to Bedding Planes

When flow is perpendicular to the bedding planes, Total head loss is the sum of head loss through individual layers varies

h = h_{1} + h_{2} + h_{3 }---------------------
Equation (3)

Hence hydraulic gradient, i = i_{1} + i_{2} +
i_{3}

We know i = h/Z, Since Z is the length of flow in this case.

Therefore head loss becomes h = i_{1}.Z_{1}
+ i_{2}. Z_{2} + i_{3}.Z_{3 }

If k_{v} = average vertical coefficient of permeability

Then from Darcy’s law, v = k_{v}.i = k_{v} .
(h/Z)

h
= vZ/k_{v}

Similarly, h_{1} = vZ_{1}/k_{1}

h_{2} = vZ_{2}/k_{2 }

and _{ }h_{3} = vZ_{3}/k_{3}

By substituting and solving above expressions in equation (3), The average vertical coefficient of permeability when flow is perpendicular to bedding planes in obtained and it is expressed as,