Multi-resolution adaptive modeling of groundwater flow and transport problems

被引:29
作者
Gotovac, H.
Andricevic, R.
Gotovac, B.
机构
[1] Univ Split, Dept Civil & Architectural Engn, Split 21000, Croatia
[2] KTH, Div Water Resources Engn, SE-10044 Stockholm, Sweden
关键词
Fup basis functions; compact support; method of lines; adaptive Fup collocation method; multi-resolution approach; numerical dispersion; groundwater flow and transport problems;
D O I
10.1016/j.advwatres.2006.10.007
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Many groundwater flow and transport problems, especially those with sharp fronts, narrow transition zones, layers and fingers, require extensive computational resources. In this paper, we present a novel multi-resolution adaptive Fup approach to solve the above mentioned problems. Our numerical procedure is the Adaptive Fup Collocation Method (AFCM), based on Fup basis functions and designed through a method of lines (MOL). Fup basis functions are localized and infinitely differentiable functions with compact support and are related to more standard choices such as splines or wavelets. This method enables the adaptive multi-reso In tion approach to solve problems with different spatial and temporal scales with a desired level of accuracy using the entire family of Fup basis functions. In addition, the utilized collocation algorithm enables the mesh free approach with consistent velocity approximation and flux continuity due to properties of the Fup basis functions. The introduced numerical procedure was tested and verified by a few characteristic groundwater flow and transport problems, the Buckley-Leverett multiphase flow problem, the 1-D vertical density driven problem and the standard 2-D seawater intrusion benchmark-Henry problem. The results demonstrate that the method is robust and efficient particularly when describing sharp fronts and narrow transition zones changing in space and time. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1105 / 1126
页数:22
相关论文
共 51 条
[1]   Modeling variable density flow and solute transport in porous medium: 1. Numerical model and verification [J].
Ackerer, P ;
Younes, A ;
Mose, R .
TRANSPORT IN POROUS MEDIA, 1999, 35 (03) :345-373
[2]   Adaptive multiresolution approach for solution of hyperbolic PDEs [J].
Alves, MA ;
Cruz, P ;
Mendes, A ;
Magalhaes, FD ;
Pinho, FT ;
Oliveira, PJ .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2002, 191 (36) :3909-3928
[3]   Relative dispersion for solute flux in aquifers [J].
Andricevic, R ;
Cvetkovic, V .
JOURNAL OF FLUID MECHANICS, 1998, 361 :145-174
[4]  
[Anonymous], SPLINES VARIATIONAL
[5]  
Ascher U.M., 1998, COMPUTER METHODS ORD, V61
[6]   Computation of variably saturated subsurface flow by adaptive mixed hybrid finite element methods [J].
Bause, M ;
Knabner, P .
ADVANCES IN WATER RESOURCES, 2004, 27 (06) :565-581
[7]  
Bear J, 1999, THEOR APP T, V14, P127
[8]   A wavelet collocation method for the numerical solution of partial differential equations [J].
Bertoluzza, S ;
Naldi, G .
APPLIED AND COMPUTATIONAL HARMONIC ANALYSIS, 1996, 3 (01) :1-9
[9]  
Bertoluzza S., 1996, Transport Theory and Statistical Physics, V25, P339, DOI 10.1080/00411459608220705
[10]   On the adaptive numerical solution of nonlinear partial differential equations in wavelet bases [J].
Beylkin, G ;
Keiser, JM .
JOURNAL OF COMPUTATIONAL PHYSICS, 1997, 132 (02) :233-259