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COMPARISON OF SOIL WATER INFILTRATION PROFILES OBTAINED EXPERIMENTALLY AND BY SOLUTION OF RICHARDS' EQUATIONKUNZE RJ; NIELSEN DR.1983; SOIL SCI.; USA; DA. 1983; VOL. 135; NO 6; PP. 342-349; BIBL. 14 REF.Article

Infiltration bei nicht eingestauter Bodenoberfläche: Analytische Lösung der Infiltrationsgleichung und geschlossene Berechnung der Feuchteausbreitung in der ungesättigten Bodenzone = Infiltration from a non-ponded surface: analytical solution of the infiltration equation and explicit description of the transient soil moisture distributionSCHMITZ, G; LIEDL, R; HAVERKAMP, R et al.1990, Vol 31, Num 5, pp 293-305, 13 p.Article

A COMPARATIVE STUDY-OF THREE FORMS OF THE RICHARD EQUATION USED FOR PREDICTING ONE-DIMENSIONAL INFILTRATION IN UNSATURATED SOILHAVERKAMP R; VAUCLIN M.1981; SOIL SCI. SOC. AM. J.; USA; DA. 1981; VOL. 45; NO 1; PP. 13-20; BIBL. 22 REF.Article

INTERNAL ENERGY BALANCE AND THE RICHARDS EQUATIONSPOSITO G; CHU SY.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 5; PP. 889-893; BIBL. 23 REF.Article

FINITE-DIFFERENCE SOLUTIONS OF THE INFILTRATION EQUATIONKUNZE RJ; NIELSEN DR.1982; SOIL SCI.; USA; DA. 1982; VOL. 134; NO 2; PP. 81-88; BIBL. 12 REF.Article

First integrals of the infiltration equation: 2. Nonlinear conductivityHOGARTH, W. L; PARLANGE, J.-Y; BRADDOCK, R. D et al.Soil science. 1989, Vol 148, Num 3, pp 165-171, issn 0038-075XArticle

An accelerated Picard method for nonlinear systems related to variably saturated flowLOTT, P. A; WALKER, H. F; WOODWARD, C. S et al.Advances in water resources. 2012, Vol 38, pp 92-101, issn 0309-1708, 10 p.Article

Comparing exact and numerical solutions of Richards' equation for one-dimensional infiltration and drainageROSS, P. J; PARLANGE, J.-Y.Soil science. 1994, Vol 157, Num 6, pp 341-344, issn 0038-075XArticle

Quasi-Newton methods for Richards' equationPUTTI, M; PANICONI, C.International conference on computational methods in water resources. 1994, pp 99-106Conference Paper

Analytical approximation to the solutions of Richards' equation with applications to infiltration, ponding, and time compression approximationPARLANGE, J.-Y; HOGARTH, W. L; BARRY, D. A et al.Advances in water resources. 1999, Vol 23, Num 2, pp 189-194, issn 0309-1708Article

Linear stability analysis of infiltration, analytical and numerical solutionURSINO, N.Transport in porous media. 2000, Vol 38, Num 3, pp 261-271, issn 0169-3913Article

A comparison of numerical and analytical techniques for describing capillary riseKUNZE, R. J; PARLANGE, J.-Y; ROSE, C. W et al.Soil science. 1985, Vol 139, Num 6, pp 491-496, issn 0038-075XArticle

Inspectional analysis in the theory of water flow through unsaturated soilSPOSITO, G; JURY, W. A.Soil Science Society of America journal. 1985, Vol 49, Num 4, pp 791-798, issn 0361-5995Article

Adaptive local discontinuous Galerkin approximation to Richards' equationLI, H; FARTHING, M. W; MILLER, C. T et al.Advances in water resources. 2007, Vol 30, Num 9, pp 1883-1901, issn 0309-1708, 19 p.Article

Newton-Krylov-multigrid solvers for large-scale, highly heterogeneous, variably saturated flow problemsJONES, Jim E; WOODWARD, Carol S.Advances in water resources. 2001, Vol 24, Num 7, pp 763-774, issn 0309-1708Article

Conjunctive surface-subsurface modeling of overland flowSINGH, V; BHALLAMUDI, S. M.Advances in water resources. 1998, Vol 21, Num 7, pp 567-579, issn 0309-1708Article

Infiltration bei eingestauter Bodenoberfläche. 1. Analytische Lösung der Infiltrationsgleichung und praktische Berechnung der Versickerung = Infiltration dans une zone submergée. 1. Résolution analytique de l'équation d'infiltration et application = Infiltration from a ponded surface. 1. Analytical solution of the infiltration equation and its applicationSCHMITZ, G; HAVERKAMP, R; PARLANGE, J.-Y et al.1989, Vol 30, Num 2, pp 121-131Article

Note on the physical characteristics of linear soilsKUTILEK, M; VOGEL, T; NIELSEN, D. R et al.Soil science. 1985, Vol 139, Num 6, pp 497-499, issn 0038-075XArticle

Modeling of lateral preferential flow through soil pipes in hillslopeTSUTSUMI, Daizo; SIDLE, Roy C; FUJITA, Masaharu et al.Kyoto Daigaku Bōsai Kenkyūjo nenpō. 2004, Vol 47, pp 151-159, issn 0386-412X, 9 p., BArticle

Estimating unsaturated soil hydraulic properties from multiple tension disc infiltrometer dataSIMUNEK, J; VAN GENUCHTEN, M. T.Soil science. 1997, Vol 162, Num 6, pp 383-398, issn 0038-075XArticle

A note on linearized infiltrationPARLANGE, J.-Y; HAVERKAMP, R; FUENTES, C et al.Soil science. 1988, Vol 145, Num 4, pp 310-312, issn 0038-075XArticle

Newton-type linerization and line search methods for unsaturated flow modelsPANICONI, C; PUTTI, M.NATO Advanced Study Institute on Advances in Groundwater Pollution Control and Remediation. sd, pp 155-172, isbn 0-7923-3926-6Conference Paper

A type of the retrospective difference scheme for Richards equationXIANGDONG CHEN; JUN XIA; YONGGANG GE et al.IAHS-AISH publication. 2009, Vol 335, pp 205-212, issn 0144-7815, isbn 978-1-907161-07-0 1-907161-07-4, 1Vol, 8 p.Conference Paper

Local discontinuous Galerkin approximations to Richards' equationLI, H; FARTHING, M. W; DAWSON, C. N et al.Advances in water resources. 2007, Vol 30, Num 3, pp 555-575, issn 0309-1708, 21 p.Article

Variabilidade dos parâmetros da equação que relaciona a condutividade hidráulica com a umidade do solo no metodo do perfil instantâneo = Parameter variability of the equation relating hydraulic conductivity to soil water content using the instantaneous profile methodDE JONG VAN LIER, Q; LIBARDI, P. L.Revista brasileira de ciência do solo. 1999, Vol 23, Num 4, pp 1005-1014, issn 0100-0683Article

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