Transformation approaches for simulating flow in variably saturated porous media

被引:36
作者
Williams, GA [1 ]
Miller, CT
Kelley, CT
机构
[1] Stanford Univ, Stanford, CA 94305 USA
[2] Univ N Carolina, Ctr Multiphase Res, Dept Environm Sci & Engn, Chapel Hill, NC 27516 USA
[3] N Carolina State Univ, Dept Math, Ctr Res Sci Computat, Raleigh, NC 27695 USA
关键词
D O I
10.1029/1999WR900349
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Sharp fronts with rapid changes in quid saturations over short distance and timescales often exist in multiphase flow in subsurface systems. Such highly nonlinear problems are notoriously difficult to solve, and standard solution approaches are often inefficient and unreliable. We summarize four existing and one new transformation method (IT2) for solving Richards' equation within a common framework and compare performance for a range of medium properties and simulation conditions. The new IT2 transform is defined as a linear combination of volumetric water fraction of the aqueous phase and integrated hydraulic conductivity terms. We show that transformation methods can significantly improve solution efficiency and robustness compared to standard solution approaches; optimal transformation parameters depend upon auxiliary conditions, medium properties, and spatial and temporal discretization and are difficult to evaluate a priori; and IT2 compares favorably with existing transforms.
引用
收藏
页码:923 / 934
页数:12
相关论文
共 33 条
[1]  
BACA RG, 1978, P 2 INT C FIN EL WAT
[2]  
CAMPBELL GS, 1985, SOIL PHYSICS BASIC
[3]   DEVELOPING JOINT PROBABILITY-DISTRIBUTIONS OF SOIL-WATER RETENTION CHARACTERISTICS [J].
CARSEL, RF ;
PARRISH, RS .
WATER RESOURCES RESEARCH, 1988, 24 (05) :755-769
[4]   A GENERAL MASS-CONSERVATIVE NUMERICAL-SOLUTION FOR THE UNSATURATED FLOW EQUATION [J].
CELIA, MA ;
BOULOUTAS, ET ;
ZARBA, RL .
WATER RESOURCES RESEARCH, 1990, 26 (07) :1483-1496
[5]  
DENNIS JE, 1996, NUMERICAL METHODS UN
[6]   ROBUST NUMERICAL-METHODS FOR SATURATED-UNSATURATED FLOW WITH DRY INITIAL CONDITIONS IN HETEROGENEOUS MEDIA [J].
FORSYTH, PA ;
WU, YS ;
PRUESS, K .
ADVANCES IN WATER RESOURCES, 1995, 18 (01) :25-38
[7]  
GILMORE P, 1993, CRSCTR937 NC STAT U
[8]   PARADOXES AND REALITIES IN UNSATURATED FLOW THEORY [J].
GRAY, WG ;
HASSANIZADEH, SM .
WATER RESOURCES RESEARCH, 1991, 27 (08) :1847-1854
[9]   UNSATURATED FLOW THEORY INCLUDING INTERFACIAL PHENOMENA [J].
GRAY, WG ;
HASSANIZADEH, SM .
WATER RESOURCES RESEARCH, 1991, 27 (08) :1855-1863
[10]   COMPARISON OF NUMERICAL-SIMULATION MODELS FOR ONE-DIMENSIONAL INFILTRATION [J].
HAVERKAMP, R ;
VAUCLIN, M ;
TOUMA, J ;
WIERENGA, PJ ;
VACHAUD, G .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1977, 41 (02) :285-294