Preferential flow of a nonaqueous phase liquid in dry sand

被引:9
作者
Culligan, PJ [1 ]
Banno, K
Barry, DA
Steenhuis, TS
Parlange, JY
机构
[1] MIT, Dept Civil & Environm Engn, Cambridge, MA 02139 USA
[2] Univ Edinburgh, Sch Civil & Environm Engn, Edinburgh EH9 3JN, Midlothian, Scotland
[3] Cornell Univ, Dept Biol & Environm Engn, Ithaca, NY 14853 USA
关键词
groundwater pollution; nonaqueous phase liquids; centrifuge; vadose zone;
D O I
10.1061/(ASCE)1090-0241(2002)128:4(327)
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Geotechnical centrifuge testing is used to examine the preferential (fingered) flow of a nonaqueous phase liquid (NAPL) in a uniform dry sand. The results of nine experiments, containing a total of 87 observations of NAPL finger behavior, are analyzed. The observed finger tip velocities range from 0.01 to 0.3 cm/s, while the observed finger widths range from 0.3 to 3.6 cm. From the experimental data it is concluded that, asymptotically, the NAPL fingers are not fully saturated. For comparison, the behavior of water fingers is examined using the same experimental setup. In contrast to the NAPL fingers, and in agreement with other work reported in the literature, the water fingers are found to be fully saturated. In addition, it is confirmed that the water finger properties can be well predicted from known porous medium and fluid properties. A scaling analysis is presented that allows the NAPL finger properties to be inferred from models developed to describe water finger properties. The analysis predicts NAPL finger velocities to within 15% and NAPL finger , widths to within 50% if both finger types are assumed saturated. By adjusting the analysis to account for the fact that the NAPL fingers are not fully saturated, NAPL finger widths can be predicted within to 10%, and NAPL finger velocities to within 30%.
引用
收藏
页码:327 / 337
页数:11
相关论文
共 30 条
[1]   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
[2]  
Bear J., 1988, DYNAMICS FLUIDS PORO
[3]  
Brooks R. H., 1966, J. Irrig. Drain.Div, V92, P61, DOI [10.1061/JRCEA4.0000425, DOI 10.1061/JRCEA4.0000425]
[4]   Scaling unstable infiltration in the vadose zone [J].
Culligan, PJ ;
Barry, DA ;
Parlange, JY .
CANADIAN GEOTECHNICAL JOURNAL, 1997, 34 (03) :466-470
[5]   Infiltration with controlled air escape [J].
Culligan, PJ ;
Barry, DA ;
Parlange, JY ;
Steenhuis, TS ;
Haverkamp, R .
WATER RESOURCES RESEARCH, 2000, 36 (03) :781-785
[6]   Lateral expansion of preferential flow paths in sands [J].
DiCarlo, DA ;
Bauters, TWJ ;
Darnault, CJG ;
Steenhuis, TS ;
Parlange, JY .
WATER RESOURCES RESEARCH, 1999, 35 (02) :427-434
[7]   STABILITY ANALYSIS OF WATER-MOVEMENT IN UNSATURATED POROUS MATERIALS .3. EXPERIMENTAL STUDIES [J].
DIMENT, GA ;
WATSON, KK .
WATER RESOURCES RESEARCH, 1985, 21 (07) :979-984
[8]  
Donatelli M., 1995, SISTEMINELLAGESTIONE
[9]  
ELBLANC DR, 1986, HYDROLOGICAL INVESTI
[10]   IMMISCIBLE DISPLACEMENT IN POROUS-MEDIA - STABILITY ANALYSIS OF 3-DIMENSIONAL, AXISYMMETRICAL DISTURBANCES WITH APPLICATION TO GRAVITY-DRIVEN WETTING FRONT INSTABILITY [J].
GLASS, RJ ;
PARLANGE, JY ;
STEENHUIS, TS .
WATER RESOURCES RESEARCH, 1991, 27 (08) :1947-1956