Experimental measurements of saturation overshoot on infiltration

被引:138
作者
DiCarlo, DA [1 ]
机构
[1] ARS, Natl Sedimentat Lab, USDA, Oxford, MS 38655 USA
关键词
gravity-driven fingers; infiltration; nonmonoticity; preferential flow; saturation overshoot; wetting front instability;
D O I
10.1029/2003WR002670
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
[1] Gravity-driven fingers in uniform porous medium are known to have a distinctive nonmonotonic saturation profile, with saturated ( or nearly so) tips and much less saturation in the tails. In this work, constant-flux infiltrations into confined porous media ( laterally smaller than the finger diameter, thus essentially one-dimensional) are found to produce saturation overshoot identical to that found in gravity-driven fingers. Light transmission is used to measure the saturation profiles as a function of infiltrating flux, porous media grain size, grain sphericity, and initial water saturation. Saturation overshoot is found to cease below a certain minimum infiltrating flux. This minimum flux depends greatly on the grain sphericity and initial water content of the media and slightly on the mean grain size. The observed saturation overshoot is inconsistent with a continuum description of porous media but qualitatively matches well observations and predictions from discrete pore-filling mechanisms. This suggests that pore-scale physics controls saturation overshoot and in turn gravity-driven fingering.
引用
收藏
页码:W042151 / W042159
页数:10
相关论文
共 35 条
[1]   Soil water content dependent wetting front characteristics in sands [J].
Bauters, TWJ ;
DiCarlo, DA ;
Steenhuis, TS ;
Parlange, JY .
JOURNAL OF HYDROLOGY, 2000, 231 :244-254
[2]  
Bear J., 1988, DYNAMICS FLUIDS PORO
[3]   PORE-LEVEL MODELING OF WETTING [J].
BLUNT, MJ ;
SCHER, H .
PHYSICAL REVIEW E, 1995, 52 (06) :6387-6403
[4]   Comment on "On the continuum-scale modeling of gravity-driven fingers in unsaturated porous media: The inadequacy of the Richards equation with standard monotonic constitutive relations and hysteretic equations of state'' by M. Eliassi and R. J. Glass [J].
Braddock, RD ;
Norbury, J .
WATER RESOURCES RESEARCH, 2003, 39 (09)
[5]  
CHUOKE RL, 1959, T AM I MIN MET ENG, V216, P188
[6]   Drainage in finite-sized unsaturated zones [J].
DiCarlo, DA .
ADVANCES IN WATER RESOURCES, 2003, 26 (12) :1257-1266
[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]   Stability analysis of the unsaturated water flow equation 1. Mathematical derivation [J].
Du, X ;
Yao, T ;
Stone, WD ;
Hendrickx, JMH .
WATER RESOURCES RESEARCH, 2001, 37 (07) :1869-1874
[9]   Reply to comment by R. D. Braddock and J. Norbury on "On the continuum-scale modeling of gravity-driven fingers in unsaturated porous media: The inadequacy of the Richards equation with standard monotonic constitutive relations and hysteretic equations of state'' [J].
Eliassi, M ;
Glass, RJ .
WATER RESOURCES RESEARCH, 2003, 39 (09)
[10]   On the porous continuum-scale modeling of gravity-driven fingers in unsaturated materials: Numerical solution of a hypodiffusive governing equation that incorporates a hold-back-pile-up effect [J].
Eliassi, M ;
Glass, RJ .
WATER RESOURCES RESEARCH, 2003, 39 (06) :SBH121-SBH1217