Dimensional Analysis of Horizontal Infiltration Affected by Surface Tension and Viscosity of a Liquid

被引:0
作者
Sato, Naoto [1 ]
Noborio, Kosuke [2 ]
机构
[1] Meiji Univ, Grad Sch Agr, Kawasaki, Kanagawa, Japan
[2] Meiji Univ, Sch Agr, Kawasaki, Kanagawa, Japan
关键词
Dimensional analysis; ethanol solutions; horizontal infiltration; surface tension; viscosity; SATURATED POROUS-MEDIA; VARIABLE GRAVITY; WATER; FLOW; MOVEMENT; DYNAMICS;
D O I
10.1097/SS.0000000000000237
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
The behavior of water in porous media under variable gravities should be known for establishing agriculture in space. The effects of surface tension and viscosity may be emphasized under microgravity, where the weight is canceled and the density term can be ignored. In this article, the effects of changes in surface tension and viscosity were evaluated on horizontal infiltration, which is not influenced by gravity. A new equation with two dimensionless parameters was derived by performing dimensional analysis for horizontal water movement in porous media. A new term, the S-N number, is proposed as the ratio of surface tension and viscosity. Horizontal infiltration experiments with various concentrations of aqueous ethanol solutions were performed, and infiltration rates were measured. Horizontal infiltration rates were assessed with the newly proposed S-N number and the with the fluid mobility factor (defined as the ratio of density to viscosity). The S-N number and infiltration rates were linearly correlated with r = 0.95; thus, the S-N number could be an alternative indicator to the fluid mobility factor for the relative mobility of infiltrating liquids. For higher ethanol concentrations, a sharp wetting front collapsed and blurred due to decreases in the surface tension of ethanol solutions. The proposed S-N number is valid under any gravitational condition and so can be used to estimate mobility even under variable gravity.
引用
收藏
页码:83 / 88
页数:6
相关论文
共 23 条
[1]   Anionic surfactant transport characteristics in unsaturated soil [J].
Allred, B ;
Brown, GO .
SOIL SCIENCE, 1996, 161 (07) :415-425
[2]  
[Anonymous], 2020, GLOB EXPL ROADM
[3]   Scaling parameter to predict the soil water characteristic from particle-size distribution data [J].
Arya, LM ;
Leij, FJ ;
van Genuchten, MT ;
Shouse, PJ .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1999, 63 (03) :510-519
[4]   Infiltration of water and ethanol solutions in water repellent post wildfire soils [J].
Beatty, Sarah M. ;
Smith, James E. .
JOURNAL OF HYDROLOGY, 2014, 514 :233-248
[5]   Simulation of gaseous diffusion in partially saturated porous media under variable gravity with lattice Boltzmann methods [J].
Chau, JF ;
Or, D ;
Sukop, MC .
WATER RESOURCES RESEARCH, 2005, 41 (08) :1-11
[7]   Dynamic contact angle explanation of flow rate-dependent saturation-pressure relationships during transient liquid flow in unsaturated porous media [J].
Friedman, SP .
JOURNAL OF ADHESION SCIENCE AND TECHNOLOGY, 1999, 13 (12) :1495-1518
[8]  
Fujinawa K., 2004, J ENV SYST ENG, V762, P69
[9]   Measurements and Modeling of variable gravity effects on water distribution and flow in unsaturated porous media [J].
Heinse, Robert ;
Jones, Scott B. ;
Steinberg, Susan L. ;
Tuller, Markus ;
Or, Dani .
VADOSE ZONE JOURNAL, 2007, 6 (04) :713-724
[10]   INTERFACE DYNAMICS OF CAPILLARY-FLOW IN A TUBE UNDER NEGLIGIBLE GRAVITY CONDITION [J].
ICHIKAWA, N ;
SATODA, Y .
JOURNAL OF COLLOID AND INTERFACE SCIENCE, 1994, 162 (02) :350-355