Robust numerical methods for saturated-unsaturated flow with dry initial conditions in heterogeneous media

A robust numerical method for saturated-unsaturated flow is developed which uses a monotone discretization and variable substitution. This method is compared to a conventional formulation and to a two phase (active air phase) model. On some published test examples of infiltration into dry media, the variable substitution method shows an order of magnitude improvement (in terms of nonlinear iterations) compared to the conventional pressure based method. One, two and three dimensional computations using both finite element and finite volume discretizations are presented.

[1]  G. Pinder,et al.  Computational Methods in Subsurface Flow , 1983 .

[2]  A simplified Newton Iteration Method with linear finite elements for transient unsaturated flow , 1993 .

[3]  K. Aziz,et al.  Petroleum Reservoir Simulation , 1979 .

[4]  P. A. Forsyth Comparison of the single-phase and two-phase numerical model formulation for saturated-unsaturated groundwater flow , 1988 .

[5]  Peter A. Forsyth,et al.  A control volume finite element method for three‐dimensional NAPL groundwater contamination , 1991 .

[6]  Peter A. Forsyth,et al.  Numerical simulation of gas venting for NAPL site remediation , 1991 .

[7]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[8]  Peter A. Forsyth,et al.  A two‐phase, two‐component model for natural convection in a porous medium , 1991 .

[9]  P. J. Ross,et al.  Efficient numerical methods for infiltration using Richards' equation , 1990 .

[10]  R. G. Hills,et al.  Algorithms for solving Richards' equation for variably saturated soils , 1992 .

[11]  Peter A. Forsyth Adaptive implicit criteria for two-phase flow with gravity and capillary pressure , 1989 .

[12]  Karsten Pruess,et al.  Density-driven flow of gas in the unsaturated zone due to the evaporation of volatile organic compounds , 1989 .

[13]  Peter A. Forsyth Simulation of nonaqueous phase groundwater contamination , 1988 .

[14]  R. Srivastava,et al.  Numerical Simulation of the Wicking Effect in Liner Systems , 1994 .

[15]  David Russo,et al.  Estimation of finite difference interblock conductivities for simulation of infiltration into initially dry soils , 1992 .

[16]  B. Rubin,et al.  Practical control of timestep selection in thermal simulation , 1986 .

[17]  R. G. Hills,et al.  Modeling one‐dimensional infiltration into very dry soils: 1. Model development and evaluation , 1989 .

[18]  Jonathan F. Sykes,et al.  Compositional simulation of groundwater contamination by organic compounds: 1. Model development and verification , 1993 .

[19]  Peter A. Forsyth,et al.  Incomplete Factorization Methods for Fully Implicit Simulation of Enhanced Oil Recovery , 1984 .

[20]  Peter A. Forsyth,et al.  A Control Volume Finite Element Approach to NAPL Groundwater Contamination , 1991, SIAM J. Sci. Comput..

[21]  P. Huyakorn,et al.  Techniques for Making Finite Elements Competitve in Modeling Flow in Variably Saturated Porous Media , 1984 .

[22]  Wei-Pai Tang,et al.  Ordering Methods for Preconditioned Conjugate Gradient Methods Applied to Unstructured Grid Problems , 1992, SIAM J. Matrix Anal. Appl..

[23]  Peter A. Forsyth,et al.  A positivity preserving method for simulation of steam injection for NAPL site remediation , 1993 .

[24]  M. Celia,et al.  A General Mass-Conservative Numerical Solution for the Unsaturated Flow Equation , 1990 .

[25]  P. Witherspoon,et al.  Numerical modeling of steam injection for the removal of nonaqueous phase liquids from the subsurface. 1. Numerical formulation , 1992 .

[26]  E. D'Azevedo,et al.  Towards a cost-effective ILU preconditioner with high level fill , 1992 .