The radial diffusion method .2. A Semianalytical model for the determination of effective diffusion coefficients, porosity, arid adsorption

被引:37
作者
Novakowski, KS [1 ]
vanderKamp, G [1 ]
机构
[1] NATL HYDROL RES INST,SASKATOON,SK S7N 3H5,CANADA
关键词
D O I
10.1029/95WR03720
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A model for interpreting diffusional transport in porous geological materials is developed. The model is based on a laboratory method described in a companion paper [van der Kamp et al., this issue] by which radial diffusion from or into a cylindrical reservoir in a core-sized sample is measured. The model accounts for radial diffusion, mass balance in the reservoir, linear adsorption, decay or transformation, and periodic abstraction of samples. The model is derived using the Laplace transform method for both finite and semi-infinite domains. For conditions where solute concentrations equilibrate (i.e., in finite diameter samples), a simple expression is derived that can be used to interpret the results for effective porosity and a retardation factor. It is demonstrated that the method can provide independent measures of the effective diffusion coefficient, adsorption, and effective porosity when the results are interpreted using the model. Several real and hypothetical diffusion experiments are presented to illustrate the use of the model.
引用
收藏
页码:1823 / 1830
页数:8
相关论文
共 18 条
[1]  
Abramowitz M., 1970, HDB MATH FUNCTIONS
[2]   DIFFUSION IN THE MATRIX OF GRANITIC ROCK - FIELD-TEST IN THE STRIPA MINE [J].
BIRGERSSON, L ;
NERETNIEKS, I .
WATER RESOURCES RESEARCH, 1990, 26 (11) :2833-2842
[3]   SORPTION NONIDEALITY DURING ORGANIC CONTAMINANT TRANSPORT IN POROUS-MEDIA [J].
BRUSSEAU, ML ;
RAO, PSC .
CRITICAL REVIEWS IN ENVIRONMENTAL CONTROL, 1989, 19 (01) :33-99
[4]   RESPONSE OF A FINITE-DIAMETER WELL TO AN INSTANTANEOUS CHARGE OF WATER [J].
COOPER, HH ;
BREDEHOEFT, JD ;
PAPADOPULOS, IS .
WATER RESOURCES RESEARCH, 1967, 3 (01) :263-+
[5]  
Crank J., 1956, The Mathematics of Diffusion
[6]   AN IMPROVED METHOD FOR NUMERICAL INVERSION OF LAPLACE TRANSFORMS [J].
de Hoog, FR ;
KNIGHT, JH ;
STOKES, AN .
SIAM JOURNAL ON SCIENTIFIC AND STATISTICAL COMPUTING, 1982, 3 (03) :357-366
[7]  
JOHNSTON HM, 1988, 8885K ONT HYDR RES D
[8]  
KARASAKI K, 1986, THESIS U CALIF BERKE
[9]   FIELD EXPERIMENTS IN A FRACTURED CLAY TILL .2. SOLUTE AND COLLOID TRANSPORT [J].
MCKAY, LD ;
GILLHAM, RW ;
CHERRY, JA .
WATER RESOURCES RESEARCH, 1993, 29 (12) :3879-3890