Centrifuge modeling of unstable infiltration and solute transport

被引:10
作者
Griffioen, JW
Barry, DA
机构
[1] Coffey Geosci Pty Ltd, Herdsman, WA 6017, Australia
[2] Univ Western Australia, Dept Civ Engrg, Nedlands, WA 6907, Australia
[3] Univ Edinburgh, Sch Civ & Envir Engrg, Edinburgh EH9 3JH, Midlothian, Scotland
[4] Univ Edinburgh, Contaminated Land Assessment & Remediat Res Ctr, Edinburgh EH9 3JH, Midlothian, Scotland
关键词
D O I
10.1061/(ASCE)1090-0241(1999)125:7(556)
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Unstable flow can result in the formation of fingers during infiltration into dry soil. Centrifuge modeling is a potentially useful tool to study the relationship between finger size, spacing, and velocity. It can also be used to investigate solute transport in such fingers. Physical properties of the fingers are obtained for three tests conducted at elevated acceleration levels. A fourth test was conducted at is. The physical parameters compare well with theoretical predictions. To assess solute transport in fingers, a known concentration of solute was introduced after the fingers had formed. The resulting breakthrough curves were analyzed using the two-region model as well as the advection dispersion equation with appropriate initial and boundary conditions. Although the two-region model is physically more plausible, it was found to match the extensive tailing observed in the breakthrough curves only marginally better than the advection-dispersion equation.
引用
收藏
页码:556 / 565
页数:10
相关论文
共 36 条
[1]   CENTRIFUGE MODELING OF TRANSPORT PROCESSES FOR POLLUTANTS IN SOILS [J].
ARULANANDAN, K ;
THOMPSON, PY ;
KUTTER, BL ;
MEEGODA, NJ ;
MURALEETHARAN, KK ;
YOGACHANDRAN, C .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1988, 114 (02) :185-205
[2]   Nonequilibrium solute transport parameters and their physical significance: Numerical and experimental results [J].
Bajracharya, K ;
Barry, DA .
JOURNAL OF CONTAMINANT HYDROLOGY, 1997, 24 (3-4) :185-204
[3]   INFILTRATION UNDER PONDED CONDITIONS .4. AN EXPLICIT PREDICTIVE INFILTRATION FORMULA [J].
BARRY, DA ;
PARLANGE, JY ;
HAVERKAMP, R ;
ROSS, PJ .
SOIL SCIENCE, 1995, 160 (01) :8-17
[4]  
BEAR J, 1987, MODELLING GROUNEWATE
[5]  
BROOKS RM, 1964, 3 COL STAT U HYDR PA
[6]   PHYSICAL MODELING OF A DISSOLVED CONTAMINANT IN AN UNSATURATED SAND [J].
COOKE, B ;
MITCHELL, RJ .
CANADIAN GEOTECHNICAL JOURNAL, 1991, 28 (06) :829-833
[7]   Similitude requirements for modelling NAPL movement with a geotechnical centrifuge [J].
Culligan, PJ ;
Barry, DA .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 1998, 131 (03) :180-186
[8]   Scaling unstable infiltration in the vadose zone [J].
Culligan, PJ ;
Barry, DA ;
Parlange, JY .
CANADIAN GEOTECHNICAL JOURNAL, 1997, 34 (03) :466-470
[9]  
CULLIGAN PJ, 1996, ELECT J GEOTECH ENG
[10]   SOLUTE TRANSFER THROUGH COLUMNS OF GLASS-BEADS [J].
DESMEDT, F ;
WIERENGA, PJ .
WATER RESOURCES RESEARCH, 1984, 20 (02) :225-232