Three-dimensional finite difference saturated-unsaturated flow modeling with nonorthogonal grids using a coordinate transformation method

被引:26
作者
An, Hyunuk [1 ]
Ichikawa, Yutaka [3 ]
Tachikawa, Yasuto [2 ]
Shiiba, Michiharu [2 ]
机构
[1] Kyoto Univ, Grad Sch Engn, Nishikyo Ku, Kyoto 6158540, Japan
[2] Kyoto Univ, Fac Engn, Nishikyo Ku, Kyoto 6158540, Japan
[3] Univ Yamanashi, Interdisciplinary Grad Sch Med & Engn, Yamanashi 4008511, Japan
关键词
RICHARDS EQUATION; WATER-FLOW; HYDRAULIC CONDUCTIVITY; NUMERICAL-SIMULATION; GROUNDWATER FLOWS; BFC METHOD; SOIL; INFILTRATION; TRANSPORT; ITERATION;
D O I
10.1029/2009WR009024
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Study of the saturated-unsaturated flow in porous media is of interest in many branches of science and engineering. Among the various numerical simulation methods available, the finite difference method is advantageous because it offers simplicity of discretization. This method has been widely used for simulating saturated-unsaturated flows. However, the simulation of geometrically complex flow domains requires the use of high-resolution grids in conventional finite difference models because conventional finite difference discretization assumes an orthogonal coordinate system. This makes a finite difference model computationally less efficient than other numerical models that can treat nonorthogonal grids, such as the finite element model and finite volume model. To overcome this disadvantage, we use a coordinate transformation method and develop a multidimensional finite difference model for simulating saturated-unsaturated flows; this model can treat nonorthogonal grids. The cross-derivative terms derived by the coordinate transformation method are evaluated explicitly for ease of coding. Therefore, a 7 point stencil is used for implicit terms in the iterative calculation, as in the case of conventional finite difference models with an orthogonal grid. We assess the performance of the proposed model by carrying out test simulations. We then compare the simulation results with dense grid solutions in order to evaluate the numerical accuracy of the proposed model. To examine the performance of the proposed model, we draw a comparison between the simulation results obtained using the proposed model and the results obtained by using (1) a model in which all terms are considered fully implicitly, (2) a finite element model, and (3) a conventional finite difference model with a high-resolution orthogonal grid.
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页数:18
相关论文
共 62 条
[1]  
AN H, 2008, HYDROL RES LETT JPN, V2, P52
[2]  
[Anonymous], 2010, Computational Fluid Dynamics
[3]   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
[4]  
Bergamaschi L, 1999, INT J NUMER METH ENG, V45, P1025, DOI 10.1002/(SICI)1097-0207(19990720)45:8<1025::AID-NME615>3.0.CO
[5]  
2-G
[6]   Development and validation of a numerical model of flow through embankment dams - Comparisons with experimental data and analytical solutions [J].
Billstein, M ;
Svensson, U ;
Johansson, N .
TRANSPORT IN POROUS MEDIA, 1999, 35 (03) :395-406
[7]   CONSTANT RATE RAINFALL INFILTRATION - A VERSATILE NONLINEAR MODEL .1. ANALYTIC SOLUTION [J].
BROADBRIDGE, P ;
WHITE, I .
WATER RESOURCES RESEARCH, 1988, 24 (01) :145-154
[8]   DEVELOPING JOINT PROBABILITY-DISTRIBUTIONS OF SOIL-WATER RETENTION CHARACTERISTICS [J].
CARSEL, RF ;
PARRISH, RS .
WATER RESOURCES RESEARCH, 1988, 24 (05) :755-769
[9]   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
[10]   A new equation for shallow groundwater flow over a curved impermeable boundary: Numerical solutions and laboratory tests [J].
Chapman, TG ;
Ong, G .
WATER RESOURCES RESEARCH, 2006, 42 (03)