Comparison of conductivity averaging methods for one-dimensional unsaturated flow in layered soils

被引:25
作者
Szymkiewicz, A. [1 ]
Helmig, R. [2 ]
机构
[1] Gdansk Univ Technol, Fac Civil & Environm Engn, PL-80233 Gdansk, Poland
[2] Univ Stuttgart, Inst Hydraul Engn, D-70569 Stuttgart, Germany
关键词
Richards' equation; Layered soil; Internodal conductivity; RICHARDS EQUATION; HYDRAULIC CONDUCTIVITY; POROUS-MEDIA; NUMERICAL-SIMULATION; DRY SOILS; INFILTRATION; APPROXIMATIONS; TRANSPORT; MODEL; WATER;
D O I
10.1016/j.advwatres.2011.05.011
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
One of the important factors influencing the accuracy of the numerical solution of 1D unsaturated flow equation (Richards' equation) is the averaging method applied to compute hydraulic conductivity between two adjacent nodes of the computational grid. A number of averaging schemes have been proposed in the literature for homogeneous soil, including arithmetic, geometric, upstream and integrated means, as well as more sophisticated approaches, based on the local solution of steady state flow between the neighboring nodes (Darcian means). Another group of methods have been developed for the case when a material interface is present between the nodes. They range from simple arithmetic averaging to more complex schemes using the pressure- and flux-continuity conditions at the interface. In this paper we compare several averaging schemes for a number of steady and unsteady flow problems in layered soils. The first group of methods is applied in the framework of the vertex-centered approach to spatial discretization, where the nodes are placed at the material interfaces, while the second group is used with the cell-centered approach, where the material interfaces are located between computational nodes. The resulting numerical schemes are evaluated in terms of accuracy and computational time. It is shown that the averaging schemes based on Darcian mean principle [19] used in the framework of either vertex-centered or cell-centered approach compare favorably to other methods for a range of test cases. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1012 / 1025
页数:14
相关论文
共 30 条
[1]  
[Anonymous], 1964, HYDROLOGY PAPERS COL
[2]   Some analytical and approximate Darcian means [J].
Baker, DL ;
Arnold, ME ;
Scott, HD .
GROUND WATER, 1999, 37 (04) :532-538
[3]   DARCIAN WEIGHTED INTERBLOCK CONDUCTIVITY MEANS FOR VERTICAL UNSATURATED FLOW [J].
BAKER, DL .
GROUND WATER, 1995, 33 (03) :385-390
[4]   A Darcian integral approximation to interblock hydraulic conductivity means in vertical infiltration [J].
Baker, DL .
COMPUTERS & GEOSCIENCES, 2000, 26 (05) :581-590
[5]   Comparison of equivalent conductivities for numerical simulation of one-dimensional unsaturated flow [J].
Belfort, B ;
Lehmann, F .
VADOSE ZONE JOURNAL, 2005, 4 (04) :1191-1200
[6]  
Brunone B, 2003, VADOSE ZONE J, V2, P193, DOI 10.2113/2.2.193
[7]   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
[8]   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
[9]   Estimation of internodal permeabilities for numerical simulation of unsaturated flows -: art. no. 1326 [J].
Gastó, JM ;
Grifoll, J ;
Cohen, Y .
WATER RESOURCES RESEARCH, 2002, 38 (12)
[10]   NOTE ON ESTIMATING FINITE-DIFFERENCE INTERBLOCK HYDRAULIC CONDUCTIVITY VALUES FOR TRANSIENT UNSATURATED FLOW PROBLEMS [J].
HAVERKAMP, R ;
VAUCLIN, M .
WATER RESOURCES RESEARCH, 1979, 15 (01) :181-187