On the hydraulic conductivity of unsaturated soils

1954 Transactions American Geophysical Union 217 citations

Abstract

Unsaturated steady flow of mixtures of a liquid and a gas through sands and similar porous media at low Reynolds numbers obeys Darcy's law. The relative liquid permeability K is not constant, but a universal function of the degree of liquid saturation. An approximate theory gives its form, which is a cubic parabola. A similar expression is found for the gas permeability. Numerous experiments by Wyckoff ami Botset confirm the theory. This is in agreement with Gardner's hypothesis that K is a function of the concentration in water, and indirectly with Richards' hypothesis that it is a function of the capillary potential. The degree of liquid saturation seems to be a more useful unit of liquid percentage than any other.

Keywords

Hydraulic conductivitySaturation (graph theory)Degree of saturationPermeability (electromagnetism)Capillary actionPorous mediumRelative permeabilityChemistryThermodynamicsDarcy's lawLiquid flowSoil waterParabolaMathematicsPorosityMechanicsGeometryPhysicsSoil scienceGeologyOrganic chemistryMembrane

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Publication Info

Year
1954
Type
article
Volume
35
Issue
3
Pages
463-467
Citations
217
Access
Closed

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Cite This

Shragga Irmay (1954). On the hydraulic conductivity of unsaturated soils. Transactions American Geophysical Union , 35 (3) , 463-467. https://doi.org/10.1029/tr035i003p00463

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DOI
10.1029/tr035i003p00463

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