Some analytical and approximate Darcian means

被引:12
作者
Baker, DL
Arnold, ME
Scott, HD
机构
[1] Aquarius Engn, Fayetteville, AR 72701 USA
[2] Univ Arkansas, Fayetteville, AR 72701 USA
关键词
D O I
10.1111/j.1745-6584.1999.tb01139.x
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
In the finite difference modeling of unsaturated infiltration by Richards' equation, standard interblock conductivity means like the arithmetic, geometric, and harmonic have been shown to produce flows different from true Darcian by up to orders of magnitude (Warrick 1991; Baker 1995a, 1998). This may have significant impact on models used for contaminant transport of nuclear and other hazardous waste, Previously, it has been impractical to calculate Darcian means in a running model. This paper introduces the analytic solution for Darcian means for the case of an exponential relative conductivity relation, and one possible approximation for general use, a piecewise Brooks-Corey Darcian (PBCD) mean. It compares the PBCD mean to the arithmetic mean in a modern mass-conservative numerical model (Celia et al, 1990) for vertical space steps from 0.8 to 105 cm, using soil parameters from Haverkamp et al. (1977). The results demonstrate that even in a model with mass balance good to one part in 10(8), non-Darcian flow errors are alive and well, costing up to 50% of the total mass infiltrated with the arithmetic mean and large model space steps. The new PBCD mean reduces that figure to 0.5% for this example soil.
引用
收藏
页码:532 / 538
页数:7
相关论文
共 8 条
[1]   DARCIAN WEIGHTED INTERBLOCK CONDUCTIVITY MEANS FOR VERTICAL UNSATURATED FLOW [J].
BAKER, DL .
GROUND WATER, 1995, 33 (03) :385-390
[2]   APPLYING HIGHER-ORDER DIRK TIME STEPS TO THE MODIFIED PICARD METHOD [J].
BAKER, DL .
GROUND WATER, 1995, 33 (02) :259-263
[3]   A 2ND-ORDER DIAGONALLY IMPLICIT RUNGE-KUTTA TIME-STEPPING METHOD [J].
BAKER, DL .
GROUND WATER, 1993, 31 (06) :890-895
[4]  
BAKER DL, 1998, DOEER823292 US DEP E
[5]   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
[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]   ON NUMERICAL MODELING OF CAPILLARY BARRIERS [J].
OLDENBURG, CM ;
PRUESS, K .
WATER RESOURCES RESEARCH, 1993, 29 (04) :1045-1056
[8]   NUMERICAL APPROXIMATIONS OF DARCIAN FLOW THROUGH UNSATURATED SOIL [J].
WARRICK, AW .
WATER RESOURCES RESEARCH, 1991, 27 (06) :1215-1222