AN ADAPTIVE FINITE-DIFFERENCE SCHEME FOR THE ONE-DIMENSIONAL WATER-FLOW EQUATION

被引:22
作者
DANE, JH
MATHIS, FH
机构
关键词
EVAPORATION - MATHEMATICAL MODELS - SOILS - Moisture;
D O I
10.2136/sssaj1981.03615995004500060008x
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
The pressure head form of the general flow equation for water in a porous medium was numerically solved using a scheme that allowed both the time step and the space increment to be changed during the flow process. The mass balance equation was used as a check for the accuracy of the simulation. A fixed number of grid points in the space direction was continuously redistributed to allow for small values in regions of large changes in pressure head gradients while allowing large values in regions of small changes. The method, which is unconditionally stable, is demonstrated for an infiltration and an evaporation process.
引用
收藏
页码:1048 / 1054
页数:7
相关论文
共 14 条
[1]   NUMERICAL SOLUTION OF BOUNDARY VALUE PROBLEMS USING NONUNIFORM GRIDS [J].
BROWN, RR .
JOURNAL OF THE SOCIETY FOR INDUSTRIAL AND APPLIED MATHEMATICS, 1962, 10 (03) :475-495
[3]  
Conte S. D., 1980, ELEMENTARY NUMERICAL
[4]  
De Boor C., 1978, PRACTICAL GUIDE SPLI, V27
[5]   NEW METHOD FOR SOLVING 2-POINT BOUNDARY-VALUE PROBLEMS USING OPTIMAL NODE DISTRIBUTION [J].
DENNY, VE ;
LANDIS, RB .
JOURNAL OF COMPUTATIONAL PHYSICS, 1972, 9 (01) :120-&
[6]   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
[7]  
Isaacson E., 1966, ANAL NUMERICAL METHO
[8]  
Keller H B, 1971, NUMERICAL SOLUTION P, VII
[9]   ACCURATE DIFFERENCE METHODS FOR NONLINEAR 2-POINT BOUNDARY-VALUE PROBLEMS [J].
KELLER, HB .
SIAM JOURNAL ON NUMERICAL ANALYSIS, 1974, 11 (02) :305-320
[10]  
KLUTE A, 1978, ORPLV788 US EPA TECH