Transport and retention of clay particles in saturated porous media.: Influence of ionic strength and pore velocity

被引:102
作者
Compère, F [1 ]
Porel, G [1 ]
Delay, F [1 ]
机构
[1] HydrASA, CNRS, UMR 6532, F-86022 Poitiers, France
关键词
clay particles; colloid deposition; colloid transport; colloids; porous media; modeling;
D O I
10.1016/S0169-7722(00)00184-4
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The aim of this work was to experimentally evaluate the role of ionic strength and pore velocity on clay suspension transport and retention through a saturated porous medium. A smectite suspension was injected into columns filled with a very fine quartz sand. Experiments were carried out at constant pore velocity with increasing ionic strength adjusted with a divalent electrolyte (CaCl2) and at constant ionic strength (using three chemical conditions) with decreasing pore velocity. Typical colloid breakthrough curves show two important behaviors: a constant outlet concentration value after a transient phase, and a pronounced tailing effect at the end of the injection step. No differences were observed between the mean travel time of a solute tracer and that of the clay suspension, The classical advection-dispersion equation coupled with a first-order two-site kinetics model was used to reproduce the experimental breakthrough curves. The kinetic model consisted in a site with irreversible deposition and a reversible site used to reproduce the transient phase preceding the plateau of the experimental breakthrough curves, The particle fraction kept by the porous medium increases with ionic strength; consequently the kinetic parameters of the numerical model vary with chemistry. The irreversible sorption rate (K-irr: equivalent to a clean-bed filter coefficient) increases with ionic strength and was directly determined from experimental data, With increasing ionic strength, the deposition rate (K-d) for the reversible sorption increases whereas the release rate (K-r) decreases. The kinetic parameters of the reversible site show an evolution with pore velocity similar to that observed in kinetics model used for modeling solute transport in double porosity media. With decreasing pore velocities, the retention of clay particles increases but the kinetic deposition coefficient of the irreversible site decreases. Particle deposition can also be described and reinterpreted in terms of collector efficiency using the concept of the sphere-in-cell model. The collector efficiency, which adds a correction to the kinetic parameter with the residence time, is a more consistent way to represent particle retention. Its value increases with increasing ionic strength and decreasing pore velocity. (C) 2001 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:1 / 21
页数:21
相关论文
共 33 条
[1]  
AVOGADRO, 1983, MAT RES SOC S P, V26, P495
[2]  
BAGHDIKIAN SY, 1989, SPE RES ENG MAY, P213
[3]   CUTANS - THEIR DEFINITION, RECOGNITION, AND INTERPRETATION [J].
BREWER, R .
JOURNAL OF SOIL SCIENCE, 1960, 11 (02) :280-&
[4]  
BUOL S. W., 1961, SOIL SCI SOC AMER PROC, V25, P377
[5]   MOBILIZATION OF QUARTZ FINES IN POROUS-MEDIA [J].
CERDA, CM .
CLAYS AND CLAY MINERALS, 1988, 36 (06) :491-497
[6]   Predicting solute transport in heterogeneous media from results obtained in homogeneous ones: An experimental approach [J].
Delay, F ;
Porel, G ;
deMarsily, G .
JOURNAL OF CONTAMINANT HYDROLOGY, 1997, 25 (1-2) :63-84
[7]   KINETICS OF DEPOSITION OF COLLOIDAL PARTICLES IN POROUS-MEDIA [J].
ELIMELECH, M ;
OMELIA, CR .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1990, 24 (10) :1528-1536
[8]  
Elimelech M., 1998, Particle deposition aggregation, measurement, modeling and simulation
[9]  
ELIMELECH M, 1995, ENV SCI TECHNOL
[10]   MACROMOLECULAR TRANSPORT OF HYDROPHOBIC CONTAMINANTS IN AQUEOUS ENVIRONMENTS [J].
ENFIELD, CG ;
BENGTSSON, G .
GROUND WATER, 1988, 26 (01) :64-70