Numerical modeling of water flow below dry salt lakes: effect of capillarity and viscosity

被引:46
作者
Boufadel, MC
Suidan, MT
Venosa, AD
机构
[1] Univ Cincinnati, Dept Civil & Environm Engn, Cincinnati, OH 45221 USA
[2] US EPA, Natl Risk Management Res Lab, Cincinnati, OH 45268 USA
关键词
salinity; density-dependent; finite element; viscosity; porous media;
D O I
10.1016/S0022-1694(99)00077-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
We investigate numerically the effects of capillarity and viscosity on density-dependent flows below dry salt lakes. The numerical model, MARUN (Boufadel, M.C., Suidan, M.T., Venosa, A.D., 1999a. A numerical model for density-and-viscosity dependent flows in two-dimensional variably-saturated media. J. Contam. Hydrol. 37, 1-20) is used to assess the combined and separate effects of capillarity and concentration-engendered viscosity on the groundwater dynamics of a two-dimensional system simulating a dry lake. We found that accounting for concentration-engendered viscosity effects under saturated water flow conditions gives totally different groundwater dynamics from the case where these effects are neglected. However, concentration-dependent viscosity effects were minor when unsaturated water flow conditions were present. Under variably-saturated flow conditions, capillarity effects gave totally different hydraulics in the porous domain from the saturated flow case; upwelling regions observed under saturated flow conditions were downwelling when capillarity effects were present. A mesh orientation study revealed that density-dependent flows were susceptible to the orientation of the diagonals of the triangular elements. A discussion on the accuracy and the efficiency of the MARUN model in the context of density- and viscosity-dependent flows in two-dimensional variably-saturated media is also provided. (C) 1999 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:55 / 74
页数:20
相关论文
共 35 条
[21]   Parameter equivalence for the Brooks-Corey and vanGenuchten soil characteristics: Preserving the effective capillary drive [J].
MorelSeytoux, HJ ;
Meyer, PD ;
Nachabe, M ;
Touma, J ;
vanGenuchten, MT ;
Lenhard, RJ .
WATER RESOURCES RESEARCH, 1996, 32 (05) :1251-1258
[22]  
NAJEM W, 1982, INTRO AUX TECHNIQUES, P54
[23]   A PERSPECTIVE ON THE NUMERICAL-SOLUTION OF CONVECTION-DOMINATED TRANSPORT PROBLEMS - A PRICE TO PAY FOR THE EASY WAY OUT [J].
NOORISHAD, J ;
TSANG, CF ;
PERROCHET, P ;
MUSY, A .
WATER RESOURCES RESEARCH, 1992, 28 (02) :551-561
[24]   DISPERSIVE TRANSPORT DYNAMICS IN A STRONGLY COUPLED GROUNDWATER-BRINE FLOW SYSTEM [J].
OLDENBURG, CM ;
PRUESS, K .
WATER RESOURCES RESEARCH, 1995, 31 (02) :289-302
[25]  
Pruess K., 1991, TOUGH2 A GEN PURPOSE
[26]  
Pruess K., 1987, NUREGCR4645
[27]   Field study of spatial variability in unsaturated flow beneath and adjacent to playas [J].
Scanlon, BR ;
Goldsmith, RS .
WATER RESOURCES RESEARCH, 1997, 33 (10) :2239-2252
[28]   STUDIES OF QUATERNARY SALINE LAKES .3. MINERAL, CHEMICAL, AND ISOTOPIC EVIDENCE OF SALT SOLUTION AND CRYSTALLIZATION PROCESSES IN OWENS LAKE, CALIFORNIA, 1969-1971 [J].
SMITH, GI ;
FRIEDMAN, I ;
MCLAUGHLIN, RJ .
GEOCHIMICA ET COSMOCHIMICA ACTA, 1987, 51 (04) :811-827
[29]   A CLOSED-FORM EQUATION FOR PREDICTING THE HYDRAULIC CONDUCTIVITY OF UNSATURATED SOILS [J].
VANGENUCHTEN, MT .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1980, 44 (05) :892-898
[30]   VARIABLE DENSITY FLOW AND SOLUTE TRANSPORT SIMULATION OF REGIONAL AQUIFERS CONTAINING A NARROW FRESH-WATER-SALTWATER TRANSITION ZONE [J].
VOSS, CI ;
SOUZA, WR .
WATER RESOURCES RESEARCH, 1987, 23 (10) :1851-1866