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L. Richards (1931)
Capillary conduction of liquids through porous mediumsPhysics, 1
F. Whisler, A. Klute (1965)
The Numerical Analysis of Infiltration, Considering Hysteresis, Into a Vertical Soil Column at Equilibrium Under GravitySoil Science Society of America Journal, 29
A. Peck (1965)
MOISTURE PROFILE DEVELOPMENT AND AIR COMPRESSION DURING WATER UPTAKE BY BOUNDED POROUS BODIES: 2. HORIZONTAL COLUMNSSoil Science, 99
Whisler Whisler, Klute Klute (1965)
The numerical analysis of infiltration, considering hysteresis, into a vertical soil column at equilibrium under gravityProc. Soil Sci. Soc. Am., 29
J. Rubin (1967)
Numerical Method for Analyzing Hysteresis-Affected, Post-Infiltration Redistribution of Soil Moisture1Soil Science Society of America Journal, 31
W. Gardner (1958)
MATHEMATICS OF ISOTHERMAL WATER CONDUCTION IN UNSATURATED SOILHighway Research Board Special Report
A. Klute, F. Whisler, E. Scott (1965)
Numerical Solution of the Nonlinear Diffusion Equation for Water Flow in a Horizontal Soil Column of Finite Length1Soil Science Society of America Journal, 29
A. Klute (1952)
A NUMERICAL METHOD FOR SOLVING THE FLOW EQUATION FOR WATER IN UNSATURATED MATERIALSSoil Science, 73
R. Hanks, S. Bowers (1962)
Numerical Solution of the Moisture Flow Equation for Infiltration into Layered Soils 1Soil Science Society of America Journal, 26
Rubin Rubin, Steinhardt Steinhardt (1964)
Soil water relations during rain infiltration: III. Water uptake at incipient pondingSoil Sci. Soc. Am. Proc., 28
Klute Klute (1952)
Numerical method for solving the flow equation in unsaturated materialsSoil Sci., 73
Rubin Rubin (1966)
Numerical method for analyzing hysteresis‐affected post‐infiltration redistribution of soil moistureProc. Soil Sci. Soc. Am.
J. Philip (1957)
THE THEORY OF INFILTRATION: 2. THE PROFILE OF INFINITYSoil Science, 83
R. Moore (1939)
Water conduction from shallow water tables, 12
W. Gardner (1960)
Measurement of capillary conductivity and diffusivity with a tensiometer., 1
J. Rubin, R. Steinhardt (1963)
Soil Water Relations During Rain Infiltration: I. Theory1, 2Soil Science Society of America Journal, 27
J. Davidson, D. Nielsen, J. Biggar (1963)
The measurement and description of water flow through Columbia silt loam and Hesperia sandy loam, 34
Klute Klute, Whisler Whisler, Scott Scott (1965)
Numerical solution of the nonlinear diffusion equation for water flow in a horizontal soil column of finite lengthSoil Sci. Soc. Am. Proc., 29
J. Rubin, R. Steinhardt (1964)
Soil Water Relations During Rain Infiltration: III. Water Uptake at Incipient PondingSoil Science Society of America Journal, 28
Rubin Rubin, Steinhardt Steinhardt (1963)
Soil water relations during rain infiltration: I. TheorySoil Sci. Soc. Am. Proc., 27
J. Parr, A. Bertrand (1960)
Water Infiltration Into SoilsAdvances in Agronomy, 12
Hanks Hanks, Bowers Bowers (1962)
Numerical solution of the moisture flow equation into layered soilsSoil Sci. Soc. Am. Proc., 26
C. Rose, W. Stern, J. Drummond (1965)
Determination of hydraulic conductivity as a function of depth and water content for soil in situSoil Research, 3
The Darcian approach to moisture transfer in unsaturated soils yields a flow equation that was utilized for formulating a theory of rainfall infiltration. Analytical considerations applied to this equation yield a qualitative description of the infiltration process, as well as the necessary and sufficient conditions for the occurrence of ponding and the absence of soil‐parameter hysteresis. Numerical solutions of the flow equation, obtained by means of finite‐difference methods, furnish quantitative information on the moisture profiles and infiltration rates during nonponding, preponding, and ponded‐rainfall infiltrations. The theory is not utilizable when the soil exhibits significant air compression, parameter hysteresis,fabric transformations, or areal heterogeneity. For soils with known moisture parameters and rains of a given intensity‐pattern, the theory, whenever applicable, can furnish information useful in dealing with problems of runoff control or sprinkler irrigation, e.g., estimates of excess rainfall rates and of water uptakes at incipient ponding.
Water Resources Research – Wiley
Published: Dec 1, 1966
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