Non-Fickian transport in homogeneous unsaturated repacked sand

被引:135
作者
Bromly, M [1 ]
Hinz, C [1 ]
机构
[1] Univ Western Australia, Sch Earth & Geog Sci, Crawley, WA 6009, Australia
关键词
continuous time random walk; repacked sand; scale effect; unsaturated transport;
D O I
10.1029/2003WR002579
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
[1] It is commonly assumed a priori that solute transport experiments conducted in homogeneously repacked laboratory columns can be described by the advective-dispersive (AD) or single-rate mobile-immobile (MIM) transport model. To investigate this, nonreactive transport through macroscopically homogeneous repacked unsaturated sand was studied at two water contents using laboratory columns of diameter of 11 cm and lengths of 10, 20, and 40 cm. Non-Fickian behavior was found to dominate transport at this scale, with long breakthrough curve (BTC) tailing persistent over the range of column lengths tested. Measured BTC tails were well described by the single-rate MIM model at each depth; however, over the range of travel distances studied BTC tailing was better explained as a result of stochastic-convective (SC) transport or continuous time random walk (CTRW). The SC model was applied using the BTC measured at 10 cm as the probability density function to make predictions to subsequent depths. The CTRW model spreading parameter (beta) remained approximately constant across the range of both travel distances and water contents considered. It is concluded that the assumption of a single-rate MIM model cannot be made a priori for macroscopically homogeneous unsaturated sands. In this case, variability between replicates prevented identification of whether a SC transfer function or CTRW provided the best description of transport. These results demonstrate the variability in transport as a result of heterogeneities in column packing, even for macroscopically homogeneous sand, and emphasize the importance of studying transport over a range of travel distances in order to allow prediction of transport.
引用
收藏
页码:W074021 / W0740212
页数:12
相关论文
共 67 条
[11]   IMMOBILE WATER DURING SOLUTE TRANSPORT IN UNSATURATED SAND COLUMNS [J].
BOND, WJ ;
WIERENGA, PJ .
WATER RESOURCES RESEARCH, 1990, 26 (10) :2475-2481
[12]   MODELING THE TRANSPORT OF SOLUTES INFLUENCED BY MULTIPROCESS NONEQUILIBRIUM [J].
BRUSSEAU, ML ;
JESSUP, RE ;
RAO, PSC .
WATER RESOURCES RESEARCH, 1989, 25 (09) :1971-1988
[13]   Effectiveness of equilibrium and physical non-equilibrium approaches for interpreting solute transport through undisturbed soil columns [J].
Comegna, V ;
Coppola, A ;
Sommella, A .
JOURNAL OF CONTAMINANT HYDROLOGY, 2001, 50 (1-2) :121-138
[14]  
COREY JC, 1962, SOIL SCI SOC AM P, V27, P258
[15]   SOLUTE-DISPERSION IN UNSATURATED HETEROGENEOUS SOIL AT FIELD SCALE .1. THEORY [J].
DAGAN, G ;
BRESLER, E .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1979, 43 (03) :461-467
[16]   TRANSPORT OF INORGANIC PHOSPHORUS IN AN ALFISOL [J].
DECAMARGO, OA ;
BIGGAR, JW ;
NIELSEN, DR .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1979, 43 (05) :884-890
[17]   Transport behavior of a passive solute in continuous time random walks and multirate mass transfer [J].
Dentz, M ;
Berkowitz, B .
WATER RESOURCES RESEARCH, 2003, 39 (05) :SBH11-SBH120
[18]   SOLUTE TRANSFER THROUGH COLUMNS OF GLASS-BEADS [J].
DESMEDT, F ;
WIERENGA, PJ .
WATER RESOURCES RESEARCH, 1984, 20 (02) :225-232
[19]   STUDY OF TRACER MOVEMENT THROUGH UNSATURATED SAND [J].
DESMEDT, F ;
WAUTERS, F ;
SEVILLA, J .
GEODERMA, 1986, 38 (1-4) :223-236
[20]   A COMPARISON OF THE CONVECTION-DISPERSION EQUATION AND TRANSFER-FUNCTION MODEL FOR PREDICTING CHLORIDE LEACHING THROUGH AN UNDISTURBED, STRUCTURED CLAY SOIL [J].
DYSON, JS ;
WHITE, RE .
JOURNAL OF SOIL SCIENCE, 1987, 38 (02) :157-172