Natural micro-scale heterogeneity induced solute and nanoparticle retardation in fractured crystalline rock

被引:30
作者
Huber, F. [1 ,2 ]
Enzmann, F. [3 ]
Wenka, A. [4 ]
Bouby, M. [1 ]
Dentz, M. [5 ]
Schaefer, T. [1 ,2 ]
机构
[1] KIT, Inst Nucl Waste Disposal INE, D-76021 Karlsruhe, Germany
[2] Free Univ Berlin, Dept Earth Sci, Inst Geol Sci, D-14195 Berlin, Germany
[3] Johannes Gutenberg Univ Mainz, Inst Geosci, D-55099 Mainz, Germany
[4] KIT, Inst Micro Proc Engn IMVT, D-76021 Karlsruhe, Germany
[5] Inst Environm Assessment & Water Res IDAEA CSIC, Dept Geosci, Barcelona 08034, Spain
关键词
Colloids; Computational fluid dynamics; Residence time; Non-Fickian transport; NEGLIGIBLE MATRIX PERMEABILITY; SINGLE FRACTURE; FLUID-FLOW; COMPUTED-TOMOGRAPHY; BENTONITE COLLOIDS; QUANTUM DOTS; TRANSPORT; APERTURE; SIZE; FILTRATION;
D O I
10.1016/j.jconhyd.2012.03.004
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
We studied tracer (Tritiated Water (HTO); Tritium replaces one of the stable hydrogen atoms in the H2O molecule) and nanoparticle (quantum dots (QD)) transport by means of column migration experiments and comparison to 3D CFD modeling. Concerning the modeling approach, a natural single fracture was scanned using micro computed tomography (mu CT) serving as direct input for the model generation. The 3D simulation does not incorporate any chemical processes besides the molecular diffusion coefficient solely reflecting the impact of fracture heterogeneity on mass (solute and nanoparticles) transport. Complex fluid velocity distributions (flow channeling and flowpath heterogeneity) evolve as direct function of fracture geometry. Both experimental and simulated solute and colloidal breakthrough curves show heavy tailing (non-Fickian transport behavior), respectively. Regarding the type of quantum dots and geochemical conditions prevailing (Grimsel ground water chemistry, QD and diorite surface charge, respectively and porosity of the Aspo diorite drill core) experimental breakthrough of the quantum dots always arrives faster than the solute tracer in line with the modeling results. Besides retardation processes like sorption, filtration, straining or matrix diffusion, the results show that natural 3D fracture heterogeneity represents an important additional retardation mechanism for solutes and colloidal phases. This is clearly verified by the numerical simulations, where the 3D real natural fracture geometry and the resulting complex flow velocity distribution is the only possible process causing solute/nanoparticle retardation. Differences between the experimental results and the simulations are discussed with respect to uncertainties in the mu CT measurements and experimental and simulation boundary conditions, respectively. (C) 2012 Elsevier B.V. All rights reserved.
引用
收藏
页码:40 / 52
页数:13
相关论文
共 75 条
[1]  
Adler P.M., 1999, THEORY APPL TRANSPOR, V15, pXII
[2]   Colloid diffusion in crystalline rock: An experimental methodology to measure diffusion coefficients and evaluate colloid size dependence [J].
Alonso, Ursula ;
Missana, Tiziana ;
Patelli, Alessandro ;
Rigato, Valentino ;
Ravagnan, Jacopo .
EARTH AND PLANETARY SCIENCE LETTERS, 2007, 259 (3-4) :372-383
[3]  
[Anonymous], 2007, GEOPHYS RES LETT
[4]  
[Anonymous], TR9818 SKB
[5]  
ANSYS, 2009, ANSYS FLUENT 12 1 4
[6]   ON THE DISPERSION OF A SOLUTE IN A FLUID FLOWING THROUGH A TUBE [J].
ARIS, R .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1956, 235 (1200) :67-77
[7]   Pore-scale processes that control dispersion of colloids in saturated porous media [J].
Auset, M ;
Keller, AA .
WATER RESOURCES RESEARCH, 2004, 40 (03) :W035031-W0350311
[8]  
Batchelor GK, 1967, An introduction to fluid dynamics
[9]   Transport and attenuation of carboxylate-modified latex microspheres in fractured rock laboratory and field tracer tests [J].
Becker, MW ;
Reimus, PW ;
Vilks, P .
GROUND WATER, 1999, 37 (03) :387-395
[10]   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