Geologos · 2015 · 12 citations · 14 references
EngineeringCivil EngineeringHydrologyHydraulic EngineeringHydraulicsSubsurface Fluid FlowFlow ModelingFluid-flow In Porous MediaHydraulic ConductivityHydraulic ModelingUnsaturated FlowWater InfiltrationGrid RefinementGrid Refinement SchemesGrid Refinement TechniquesInfiltration ModelingNumerical Modeling Of Unsaturated FlowPorous MediaRichards EquationTwo-dimensional Unsaturated Flow
Abstract Flow in unsaturated porous media is commonly described by the Richards equation. This equation is strongly nonlinear due to interrelationships between water pressure head (negative in unsaturated conditions), water content and hydraulic conductivity. The accuracy of numerical solution of the Richards equation often depends on the method used to estimate average hydraulic conductivity between neighbouring nodes or cells of the numerical grid. The present paper discusses application of the computer simulation code VS2DI to three test problems concerning infiltration into an initially dry medium, using various methods for inter-cell conductivity calculation (arithmetic mean, geometric mean and upstream weighting). It is shown that the influence of the averaging method can be very large for coarse grid, but that it diminishes as cell size decreases. Overall, the arithmetic average produced the most reliable results for coarse grids. Moreover, the difference between results obtained with various methods is a convenient indicator of the adequacy of grid refinement.
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CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS
L. A. Richards · Physics · 1931 · 6.4K citations
Swap version 3.2 : theory description and user manual
J.G. Kroes, J.C. van Dam, P. Groenendijk et al. · Socio-Environmental Systems Modeling · 2008 · 272 citations · Full text