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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
J. Morin, Y. Benyamini (1977)
Rainfall infiltration into bare soilsWater Resources Research, 13
W. Edwards, W. Larson (1969)
Infiltration of Water Into Soils as Influenced by Surface Seal DevelopmentTransactions of the ASABE, 12
D. Brakensiek, W. Rawls (1983)
Agricultural Management Effects on Soil Water Processes Part II: Green and Ampt Parameters for Crusting SoilsTransactions of the ASABE, 26
F. Whisler (1976)
Calculating the Unsaturated Hydraulic Conductivity and DiffusivitySoil Science Society of America Journal, 40
L. Meyer, W. Harmon (1979)
Multiple-intensity rainfall simulator for erosion research on row sideslopes.Transactions of the ASABE, 22
Brakensiek Brakensiek, Rawls Rawls (1983)
Agricultural management effects on soil water processes, II, Green and Ampt parameters for soil crustingTrans. ASAE, 26
L. Ahuja (1983)
Modeling Infiltration into Crusted Soils by the Green—Ampt Approach 1Soil Science Society of America Journal, 47
D. Farrell, W. Larson (1972)
DYNAMICS OF THE SOIL‐WATER SYSTEM DURING A RAINSTORMSoil Science, 113
L. Ahuja (1974)
APPLICABILITY OF THE GREEN‐AMPT APPROACH TO WATER INFILTRATION THROUGH SURFACE CRUSTSoil Science, 118
H. Bouwer (1966)
Rapid field measurement of air entry value and hydraulic conductivity of soil as significant parameters in flow system analysisWater Resources Research, 2
D. Hillel, W. Gardner (1969)
STEADY INFILTRATION INTO CRUST‐TOPPED PROFILESSoil Science, 108
M. Römkens, R. Baumhardt, M. Parlange, F. Whisler, J. Parlange, S. Prasad (1986)
Rain-induced surface seals: their effect on ponding and infiltrationAnnales Geophysicae, 4
H. Morel‐Seytoux, J. Salas (1979)
Modeling hydrologic processes : proceedings of the Fort Collins Third International Hydrology Symposium, on theoretical and applied hydrology, held at Colorado State University, Fort Collins, Colorado, USA, July 27-29, 1977
J. Ferziger (1981)
Numerical methods for engineering application
G. Campbell (1974)
A SIMPLE METHOD FOR DETERMINING UNSATURATED CONDUCTIVITY FROM MOISTURE RETENTION DATASoil Science, 117
J. Tackett, R. Pearson (1965)
SOME CHARACTERISTICS OF SOIL CRUSTS FORMED BY SIMULATED RAINFALLSoil Science, 99
K. Watson, F. Whisler (1972)
Numerical Analysis of Drainage of a Heterogeneous Porous Medium 1Soil Science Society of America Journal, 36
D. Hillel, W. Gardner (1970)
TRANSIENT INFILTRATION INTO CRUST‐TOPPED PROFILESSoil Science, 109
W. Wischmeier, D. Smith (1978)
Predicting rainfall erosion losses : a guide to conservation planning, 537
M. Römkens, R. Baumhardt, J. Parlange, F. Whisler, M. Parlange, S. Prasad (1986)
Effect of rainfall characteristics on seal hydraulic conductance
F. Duley (1940)
Surface Factors Affecting the Rate of Intake of Water by SoilsSoil Science Society of America Journal, 4
I. Moore (1980)
Effect of Surface Sealing on InfiltrationTransactions of the ASABE, 24
D. Mcintyre (1958)
PERMEABILITY MEASUREMENTS OF SOIL CRUSTS FORMED BY RAINDROP IMPACTSoil Science, 85
Ellison Ellison, Slater Slater (1945)
Factors that affect surface sealing and infiltration of exposed soil surfaceAgric. Eng., 26
Rain infiltration is often controlled by a less permeable layer known as a seal. Infiltration through this layer was modeled numerically by continuously updating the seal properties as a function of rainfall characteristics. The seal remains unchanged until the surface has reached incipient ponding. Subsequently, a rapid change in the hydraulic properties of the seal is imposed to reflect the effect of raindrop impact. Finally, an equilibrium state develops between seal formation due to raindrop impact and seal erosion due to the rainstorm intensity effects. Model‐predicted infiltration was similar to that observed during simulated rainstorms having various combinations of intensities and kinetic energy rates per millimeter of rain. A sensitivity analysis was performed to determine the effects of changes in seal and bulk soil properties, as well as simulation parameters, on infiltration. Seal formation was dependent on cumulative rainfall energy and the rainstorm intensity.
Water Resources Research – Wiley
Published: Oct 1, 1990
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