A LAGRANGIAN-EULERIAN METHOD WITH ZOOMABLE HIDDEN FINE-MESH APPROACH TO SOLVING ADVECTION-DISPERSION EQUATIONS

被引:74
作者
YEH, GT [1 ]
机构
[1] OAK RIDGE NATL LAB, DIV ENVIRONM SCI, OAK RIDGE, TN USA
关键词
D O I
10.1029/WR026i006p01133
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A Lagrangian‐Eulerian method with zoomable hidden fine‐mesh approach (LEZOOM), that can be adapted with either finite element or finite difference methods, is used to solve the advection dispersion equation. The approach is based on automatic adaptation of zooming a hidden fine mesh in regions where the sharp front is located. Application of LEZOOM to four bench mark problems indicates that it can handle the advection‐dispersion/diffusion problems with mesh Peclet numbers ranging from 0 to ∞ and with mesh Courant numbers well in excess of 1. Difficulties that can be resolved with LEZOOM include numerical dispersion, oscillations, the clipping of peaks, and the effect of grid orientation. Nonuniform grid as well as spatial temporally variable flow pose no problems with LEZOOM. Both initial and boundary value problems can be solved accurately with LEZOOM. It is shown that although the mixed Lagrangian‐Eulerian (LE) approach (LEZOOM without zooming) also produces excessive numerical dispersion as the upstream finite element (UFE) method, the LE approach is superior to the UFE method. Copyright 1990 by the American Geophysical Union.
引用
收藏
页码:1133 / 1144
页数:12
相关论文
共 36 条
[1]  
BAPTISTA A, 1984, MIT296 RM PARS LAB W
[2]  
Boris J. P., 1975, J COMPUT PH, V18, P248, DOI DOI 10.1016/0021-9991(75)90002-9
[3]  
BOTHA JF, 1982, FINITE ELEMENTS WATE
[4]   SIMULTANEOUS TRANSPORT OF SOLUTES AND WATER UNDER TRANSIENT UNSATURATED FLOW CONDITIONS [J].
BRESLER, E .
WATER RESOURCES RESEARCH, 1973, 9 (04) :975-986
[5]   NUMERICAL SOLUTION WITH SECOND-ORDER ACCURACY FOR MULTICOMPONENT COMPRESSIBLE STABLE MISCIBLE FLOW [J].
CHAUDHARI, NM .
SOCIETY OF PETROLEUM ENGINEERS JOURNAL, 1973, 13 (02) :84-92
[6]   IMPROVED NUMERICAL TECHNIQUE FOR SOLVING MULTIDIMENSIONAL MISCIBLE DISPLACEMENT EQUATIONS [J].
CHAUDHARI, NM .
SOCIETY OF PETROLEUM ENGINEERS JOURNAL, 1971, 11 (03) :277-+
[7]   OPERATOR COMPACT IMPLICIT METHOD FOR PARABOLIC EQUATIONS [J].
CIMENT, M ;
LEVENTHAL, SH ;
WEINBERG, BC .
JOURNAL OF COMPUTATIONAL PHYSICS, 1978, 28 (02) :135-166
[8]   STOCHASTIC-ANALYSIS OF MACRODISPERSION IN A STRATIFIED AQUIFER [J].
GELHAR, LW ;
GUTJAHR, AL ;
NAFF, RL .
WATER RESOURCES RESEARCH, 1979, 15 (06) :1387-1397
[9]   3-DIMENSIONAL STOCHASTIC-ANALYSIS OF MACRODISPERSION IN AQUIFERS [J].
GELHAR, LW ;
AXNESS, CL .
WATER RESOURCES RESEARCH, 1983, 19 (01) :161-180
[10]  
GRAHAM W, 1988, DEV WATER SCI 35, V1, P191