Development a numerical model of flow and contaminant transport in layered soils

被引:6
作者
Ahmadi, Hossein [1 ]
Namin, Masoud M. [1 ]
Kilanehei, Fouad [2 ]
机构
[1] Univ Tehran, Dept Civil Engn, Tehran, Iran
[2] Imam Khomeini Int Univ, Dept Civil Engn, Qazvin, Iran
来源
ADVANCES IN ENVIRONMENTAL RESEARCH-AN INTERNATIONAL JOURNAL | 2016年 / 5卷 / 04期
关键词
groundwater flow; solute transport; finite volume method; time splitting method; layered soils;
D O I
10.12989/aer.2016.5.4.263
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Contaminant transport in groundwater induces major threat and harmful effect on the environment; hence, the fate of the contaminant migration in groundwater is seeking a lot of attention. In this paper a two dimensional numerical flow and transport model through saturated layered soil is developed. Groundwater flow and solute transport has been simulated numerically using proposed model. The model implements the finite volume time splitting method to discretize the main equations. The performance, accuracy and efficiency of the out coming numerical models have been successfully examined by two test cases. The verification test cases consist of two-dimensional, groundwater flow and solute transport. The final purpose of this paper is to discuss and compare the shape of contaminant plume in homogeneous and heterogeneous media with different soil properties and control of solute transport using a zone for minimizing the potential of groundwater contamination; furthermore, this model leads to select the effective and optimum remedial strategies for cleaning the contaminated aquifers.
引用
收藏
页码:263 / 282
页数:20
相关论文
共 30 条
[1]   A practical method for solving free-surface seepage problems [J].
Bardet, JP ;
Tobita, T .
COMPUTERS AND GEOTECHNICS, 2002, 29 (06) :451-475
[2]  
Bear J., 2010, MODELING GROUNDWATER
[3]   ON THE SOLUTION OF ELLIPTIC FREE-BOUNDARY PROBLEMS VIA NEWTONS METHOD [J].
BORJA, RI ;
KISHNANI, SS .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1991, 88 (03) :341-361
[4]   Numerical modeling of water flow below dry salt lakes: effect of capillarity and viscosity [J].
Boufadel, MC ;
Suidan, MT ;
Venosa, AD .
JOURNAL OF HYDROLOGY, 1999, 221 (1-2) :55-74
[5]  
Charles D., 1991, J GEOTECH ENG, V12, P101
[6]   ADAPTIVE METHODS TO SOLVE FREE-BOUNDARY PROBLEMS OF FLOW THROUGH POROUS-MEDIA [J].
CHUNG, KY ;
KIKUCHI, N .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1987, 11 (01) :17-31
[7]  
Chunmiao Z, 1995, APPL CONTAMINANT TRA
[8]  
Darbandi M., 2007, J NUMER ANAL MECH GE, V31, P1609
[9]   A RESIDUAL FLOW PROCEDURE AND APPLICATION FOR FREE-SURFACE FLOW IN POROUS-MEDIA [J].
DESAI, CS ;
LI, GC .
ADVANCES IN WATER RESOURCES, 1983, 6 (01) :27-35
[10]   A general approach to the modelling of contaminant transport through composite landfill liners with intact or leaking geomembranes [J].
El-Zein, Abbas .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2008, 32 (03) :265-287