HYDRAULIC CONDUCTIVITY OF SOILS: UNIFIED APPROACH TO THE STATISTICAL MODELS.

Y. Mualem; G. Dagan

doi:10.2136/sssaj1978.03615995004200030003x

HYDRAULIC CONDUCTIVITY OF SOILS: UNIFIED APPROACH TO THE STATISTICAL MODELS.

Y. Mualem^*
, G. Dagan

^*Corresponding author for this work

Department of Soil and Water Sciences

Research output: Contribution to journal › Article › peer-review

133 Scopus citations

Abstract

Conceptual theory of the hydraulic conductibity of unsaturated porous media is presented. The resulting formulas of unsaturated hydraulic conductivity are classified into three categories: universal formulas independent of the soil type which result from extremely simplifying assumptions; formulas with one degree of freedom, and formulas with two degrees of freedom. The latter two types of equations result from accounting for the correlation between pores and the tortuosity of flow path.

Original language	English
Pages (from-to)	392-395
Number of pages	4
Journal	Soil Science Society of America Journal
Volume	42
Issue number	3
DOIs	https://doi.org/10.2136/sssaj1978.03615995004200030003x
State	Published - 1978

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10.2136/sssaj1978.03615995004200030003x

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title = "HYDRAULIC CONDUCTIVITY OF SOILS: UNIFIED APPROACH TO THE STATISTICAL MODELS.",

abstract = "Conceptual theory of the hydraulic conductibity of unsaturated porous media is presented. The resulting formulas of unsaturated hydraulic conductivity are classified into three categories: universal formulas independent of the soil type which result from extremely simplifying assumptions; formulas with one degree of freedom, and formulas with two degrees of freedom. The latter two types of equations result from accounting for the correlation between pores and the tortuosity of flow path.",

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AB - Conceptual theory of the hydraulic conductibity of unsaturated porous media is presented. The resulting formulas of unsaturated hydraulic conductivity are classified into three categories: universal formulas independent of the soil type which result from extremely simplifying assumptions; formulas with one degree of freedom, and formulas with two degrees of freedom. The latter two types of equations result from accounting for the correlation between pores and the tortuosity of flow path.

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HYDRAULIC CONDUCTIVITY OF SOILS: UNIFIED APPROACH TO THE STATISTICAL MODELS.

Abstract

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