Quantification of solute penetration in an asymmetric fracture-matrix system

被引:17
作者
Zhu, Yonghui [1 ]
Zhan, Hongbin [1 ,2 ]
机构
[1] China Univ Geosci, Sch Environm Studies, Wuhan 430074, Hubei, Peoples R China
[2] Texas A&M Univ, Dept Geol & Geophys, College Stn, TX 77843 USA
基金
中国国家自然科学基金;
关键词
Asymmetric matrix diffusion; Fracture-matrix system; Solute transport; Aquifer-aquitard system; Heat transport; FAULT ZONE ARCHITECTURE; CONTAMINANT TRANSPORT; SINGLE FRACTURE; POROUS-MEDIA; ROCK MATRIX; PERMEABILITY; DISPERSION; DIFFUSION; FLOW;
D O I
10.1016/j.jhydrol.2018.06.029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Solute and/or heat penetration into a fracture-matrix system is an important subject in subsurface transport. Solute and/or heat partitions among the fracture and its surrounding rock matrixes are based on coupled transport processes that are closely related to transport properties of the media. The penetration processes in an asymmetric fracture-matrix system are more complicated than that in a symmetric fracture-matrix system, due to different matrix properties. Accurate quantification of plume distribution in such a system is the basis of re mediation design and risk assessment of a contaminated fracture-matrix system. Closed-form analytical and semi-analytical solutions (involving integrations) are obtained in this study to quantify the influences of asymmetric matrix properties on solute penetration processes in a fracture-matrix system. Advection, matrix diffusion, sorption, source decay and aqueous phase decay are considered. Numerical simulations are performed using HydroGeoSphere to test the solutions. Well matched curves of the numerical results and the closed-form solutions and semi-analytical solutions are obtained. The matrix porosity and retardation factor appear to significantly affect the spatiotemporal distribution of solute in a fracture-matrix system. Penetration depth in the matrix is a linear attenuation function of the horizontal distance from the source. And a new dimensionless number called the Z number (or the matrix penetration number) is defined to quantify the maximal penetration depth into the matrix. The solutions obtained can act as an effective tool for assessment of solute and/or heat transport in a fracture-matrix system. The solutions are also applicable to advection-dominated solute and/or heat transport in a thin aquifer bounded by two different aquitards.
引用
收藏
页码:586 / 598
页数:13
相关论文
共 42 条
[1]   A LARGE-SCALE FLOW AND TRACER EXPERIMENT IN GRANITE .2. RESULTS AND INTERPRETATION [J].
ABELIN, H ;
BIRGERSSON, L ;
MORENO, L ;
WIDEN, H ;
AGREN, T ;
NERETNIEKS, I .
WATER RESOURCES RESEARCH, 1991, 27 (12) :3119-3135
[2]  
Bear J., 1993, FLOW CONTAMINANT TRA
[3]   Solute transport in a single fracture with negligible matrix permeability: 1. fundamental mechanisms [J].
Bodin, J ;
Delay, F ;
de Marsily, G .
HYDROGEOLOGY JOURNAL, 2003, 11 (04) :418-433
[4]   Tracer diffusion coefficients in sedimentary rocks: correlation to porosity and hydraulic conductivity [J].
Boving, TB ;
Grathwohl, P .
JOURNAL OF CONTAMINANT HYDROLOGY, 2001, 53 (1-2) :85-100
[5]   Thermal effect of climate change on groundwater-fed ecosystems [J].
Burns, Erick R. ;
Zhu, Yonghui ;
Zhan, Hongbin ;
Manga, Michael ;
Williams, Colin F. ;
Ingebritsen, Steven E. ;
Dunham, Jason B. .
WATER RESOURCES RESEARCH, 2017, 53 (04) :3341-3351
[6]   Evaluating geothermal and hydrogeologic controls on regional groundwater temperature distribution [J].
Burns, Erick R. ;
Ingebritsen, Steven E. ;
Manga, Michael ;
Williams, Colin F. .
WATER RESOURCES RESEARCH, 2016, 52 (02) :1328-1344
[7]  
Caine JS, 1996, GEOLOGY, V24, P1025, DOI 10.1130/0091-7613(1996)024<1025:FZAAPS>2.3.CO
[8]  
2
[9]  
CHESTER FM, 1986, PURE APPL GEOPHYS, V124, P79, DOI 10.1007/BF00875720
[10]   Miocene unconformities in the central Apennines: Geodynamic significance and sedimentary basin evolution [J].
Cipollari, P ;
Cosentino, D .
TECTONOPHYSICS, 1995, 252 (1-4) :375-389