Comparison of Three Methods for Discretizing the Storage Term of the Richards Equation
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[1] Mario Putti,et al. A comparison of Picard and Newton iteration in the numerical solution of multidimensional variably saturated flow problems , 1994 .
[2] Pierre Perrochet,et al. On the primary variable switching technique for simulating unsaturated–saturated flows , 1999 .
[3] Nick Croft,et al. Computational modelling of variably saturated flow in porous media with complex three‐dimensional geometries , 2006 .
[4] B. Mohanty,et al. A new convergence criterion for the modified Picard iteration method to solve the variably saturated flow equation , 1996 .
[5] M. Celia,et al. A General Mass-Conservative Numerical Solution for the Unsaturated Flow Equation , 1990 .
[6] A. Doğan,et al. Saturated-Unsaturated 3D Groundwater Model. I: Development , 2005 .
[7] G. Pinder,et al. Computational Methods in Subsurface Flow , 1983 .
[8] Ken'ichirou Kosugi,et al. General model for unsaturated hydraulic conductivity for soils with lognormal pore-size distribution. , 1999 .
[9] P. Huyakorn,et al. A three‐dimensional finite‐element model for simulating water flow in variably saturated porous media , 1986 .
[10] Karl-Josef Hollenbeck,et al. Experimental evidence of randomness and nonuniqueness in unsaturated outflow experiments designed for hydraulic parameter estimation , 1998 .
[11] Dmitri Kavetski,et al. Noniterative time stepping schemes with adaptive truncation error control for the solution of Richards equation , 2002 .
[12] Van Genuchten,et al. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .
[13] Niko E. C. Verhoest,et al. Assessment of adaptive and heuristic time stepping for variably saturated flow , 2007 .
[14] Ken'ichirou Kosugi,et al. Three‐parameter lognormal distribution model for soil water retention , 1994 .
[15] Shen-Haw Ju,et al. Mass types, element orders and solution schemes for the Richards equation , 1997 .
[16] M. Th. van Genuchten,et al. A comparison of numerical solutions of the one-dimensional unsaturated—saturated flow and mass transport equations , 1982 .
[17] R. Carsel,et al. Developing joint probability distributions of soil water retention characteristics , 1988 .
[18] M. Allen,et al. A finite element collocation method for variably saturated flows in porous media , 1985 .
[19] Karl-Josef Hollenbeck,et al. Maximum-likelihood estimation of unsaturated hydraulic parameters , 1998 .
[20] Linda M. Abriola,et al. Mass conservative numerical solutions of the head‐based Richards equation , 1994 .
[21] Cass T. Miller,et al. Accurate and economical solution of the pressure-head form of Richards' equation by the method of lines , 1997 .