Finite volume model for reactive transport in fractured porous media with distance- and time-dependent dispersion

被引:3
|
作者
Sharma, Pramod Kumar [1 ]
Ojha, C. S. P. [1 ]
Joshi, Nitin [1 ]
机构
[1] Indian Inst Technol Roorkee, Dept Civil Engn, Roorkee 247667, Uttar Pradesh, India
来源
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES | 2014年 / 59卷 / 08期
关键词
finite volume method; reactive transport; fractured porous media; concentration profiles; ONE-DIMENSIONAL TRANSPORT; SINGLE FRACTURE; CONTAMINANT TRANSPORT; SOLUTE TRANSPORT; SCHEME;
D O I
10.1080/02626667.2014.932910
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
There are very few studies of fractured porous media that use distance- and time-dependent dispersion models, and, to the best of our knowledge, none which compare these with constant dispersion models. Therefore, in this study, the behaviour of temporal and spatial concentration profiles with distance- and time-dependent dispersion models is investigated. A hybrid finite volume method is used to solve the governing equations for these dispersion models. The developed numerical model is used to study the effects of matrix diffusion coefficient, groundwater velocity and matrix and fracture retardation factor on concentration profiles in the application of constant, distance-dependent and time-dependent dispersion models. In addition, an attempt is made to evaluate the applicability of these dispersion models by using the models to simulate experimental data. It was found that a better fit to the observed data is obtained in the case of distance- and time-dependent dispersion models as compared to the constant dispersion model. Thus, these numerical experiments indicate that distance- and time-dependent dispersion models have better simulation potential than the constant dispersion model.
引用
收藏
页码:1582 / 1592
页数:11
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