A Transformed Pressure Head‐Based Approach to Solve Richards' Equation for Variably Saturated Soils
- 1 April 1995
- journal article
- Published by American Geophysical Union (AGU) in Water Resources Research
- Vol. 31 (4), 925-931
- https://doi.org/10.1029/94wr03291
Abstract
No abstract availableKeywords
This publication has 11 references indexed in Scilit:
- Cubic approximation of hydraulic properties for simulations of unsaturated flowWater Resources Research, 1992
- Algorithms for solving Richards' equation for variably saturated soilsWater Resources Research, 1992
- A general mass‐conservative numerical solution for the unsaturated flow equationWater Resources Research, 1990
- Efficient numerical methods for infiltration using Richards' equationWater Resources Research, 1990
- Modeling one‐dimensional infiltration into very dry soils: 1. Model development and evaluationWater Resources Research, 1989
- A Finite‐Element Collocation Method for Variably Saturated Flow in Two Space DimensionsWater Resources Research, 1986
- A finite element collocation method for variably saturated flows in porous mediaNumerical Methods for Partial Differential Equations, 1985
- A mass-conservative procedure for time-stepping in models of unsaturated flowAdvances in Water Resources, 1985
- A Closed‐form Equation for Predicting the Hydraulic Conductivity of Unsaturated SoilsSoil Science Society of America Journal, 1980
- A Comparison of Numerical Simulation Models For One‐Dimensional InfiltrationSoil Science Society of America Journal, 1977