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Movement of soil water
Prof. S.R. Suryavanshi,
Asst. Professor of Agronomy,
Dr. D.Y. Patil College of Agriculture,
Talsande
Movement of soil water under saturated conditions:
 Poiseuille’s law forms the basis for a number of different
equations which have been developed for determining the
hydraulic conductivity of the soil for knowledge of its pore-size
distribution.
 Pore size is of outstanding significance, as its fourth power is
proportional to the rate of saturated flow.
 This indicates that saturated flow under otherwise identical
conditions decreases as the pore size decreases.
 Generally the rate of flow in soils of various textures is in the
following sequence.
Sand > loam > clay
Movement of soil water under unsaturated conditions:
 As drainage proceeds in a soil and the larger pores are emptied of
water the contribution of the hydraulic head or the gravitational
component to total potential becomes progressively less important.
The effect of pressure is generally negligible because of the
continuous nature of the air space.
Movement of unsaturated flow ceases in sand at a lower tension
than in finer textured soils, as the water films lose continuity
sooner between the larger particles.
The wetter the soil, the greater is the conductivity for water. In the
‘moist range’, the range of unsaturated flow in soils of various
textures is in the following order:
Sand < loam < clay
It may be noticed that this is the reverse of the order encountered
in saturated flow.
However, in the ‘wet range’ the unsaturated conductivity occurs in
the same or similar order as saturated conductivity
Percolation :
Percolation is the downward movement of water
through saturated or nearly saturated soil in response to the
force of gravity.
Seepage :
Seepage is the infiltration (vertically) downward and
lateral movements of water into soil or substrata from a
source of supply such as a reservoir or irrigation
canal.
Permeability :
Permeability is the characteristic of a pervious
medium relating to the readiness with which it transmits
fluids.

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Movement of soil water

  • 1. Movement of soil water Prof. S.R. Suryavanshi, Asst. Professor of Agronomy, Dr. D.Y. Patil College of Agriculture, Talsande
  • 2. Movement of soil water under saturated conditions:  Poiseuille’s law forms the basis for a number of different equations which have been developed for determining the hydraulic conductivity of the soil for knowledge of its pore-size distribution.  Pore size is of outstanding significance, as its fourth power is proportional to the rate of saturated flow.  This indicates that saturated flow under otherwise identical conditions decreases as the pore size decreases.  Generally the rate of flow in soils of various textures is in the following sequence. Sand > loam > clay
  • 3. Movement of soil water under unsaturated conditions:  As drainage proceeds in a soil and the larger pores are emptied of water the contribution of the hydraulic head or the gravitational component to total potential becomes progressively less important. The effect of pressure is generally negligible because of the continuous nature of the air space. Movement of unsaturated flow ceases in sand at a lower tension than in finer textured soils, as the water films lose continuity sooner between the larger particles. The wetter the soil, the greater is the conductivity for water. In the ‘moist range’, the range of unsaturated flow in soils of various textures is in the following order: Sand < loam < clay It may be noticed that this is the reverse of the order encountered in saturated flow. However, in the ‘wet range’ the unsaturated conductivity occurs in the same or similar order as saturated conductivity
  • 4. Percolation : Percolation is the downward movement of water through saturated or nearly saturated soil in response to the force of gravity. Seepage : Seepage is the infiltration (vertically) downward and lateral movements of water into soil or substrata from a source of supply such as a reservoir or irrigation canal. Permeability : Permeability is the characteristic of a pervious medium relating to the readiness with which it transmits fluids.