Macroscopic capillary length, sorptivity, and shape factor in modeling the infiltration rate

被引:16
作者
Nachabe, MH
机构
[1] USDA-ARS, Great Plains Systems Research Unit, Fort Collins, CO 80522
关键词
D O I
10.2136/sssaj1996.03615995006000040001x
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
Infiltration tests in the field involve measurements of sorptivity and macroscopic capillary length. These two parameters are strongly related through the shape factor, which is a measure of the nonlinearity of the soil hydraulic diffusivity. In this study, relationships were developed between the macroscopic capillary length, the sorptivity, and the shape factor and the parameters of the Brooks and Corey and van Genuchten expressions of hydraulic conductivity and diffusivity. These relationships are important for users of numerical models who need to estimate the parameters of these expressions to predict water dow and contaminant transport in soils. Numerical simulations with a dimensionless form of Richards' equation show that the predicted infiltration rate will not be very sensitive to small variations in the shape factor, provided the macroscopic capillary length is the same. This result is encouraging because the shape factor Is difficult to determine accurately in the field. The similarity of the dimensional infiltration solutions implies that the macroscopic capillary length is a scale factor, because (i) it renders predictions of infiltration rates fairly insensitive to the expressions of hydraulic conductivity and diffusivity used, and (ii) it reduces the number of parameters needed to characterize infiltration. Therefore, the infiltration curve into a particular soil can be deduced by choosing units of length and time (i.e., scaling) of a generalized infiltration solution.
引用
收藏
页码:957 / 962
页数:6
相关论文
共 21 条
[1]   CONSTANT RATE RAINFALL INFILTRATION - A VERSATILE NONLINEAR MODEL .1. ANALYTIC SOLUTION [J].
BROADBRIDGE, P ;
WHITE, I .
WATER RESOURCES RESEARCH, 1988, 24 (01) :145-154
[2]  
BURDINE NT, 1953, T AM I MIN MET ENG, V198, P71
[3]  
Donatelli M., 1995, SISTEMINELLAGESTIONE
[4]   DERIVATION OF AN EQUATION OF INFILTRATION [J].
MORELSEY.HJ ;
KHANJI, J .
WATER RESOURCES RESEARCH, 1974, 10 (04) :795-800
[5]   NEW MODEL FOR PREDICTING HYDRAULIC CONDUCTIVITY OF UNSATURATED POROUS-MEDIA [J].
MUALEM, Y .
WATER RESOURCES RESEARCH, 1976, 12 (03) :513-522
[6]   USE OF TENSION INFILTROMETER DATA WITH UNSATURATED HYDRAULIC CONDUCTIVITY MODELS [J].
NACHABE, MH ;
ILLANGASEKARE, T .
GROUND WATER, 1994, 32 (06) :1017-1021
[7]  
NACHABE MH, 1995, GROUND WATER, V33, P302
[8]   SOLVING FLOW EQUATION IN UNSATURATED SOILS BY OPTIMIZATION - HORIZONTAL INFILTRATION [J].
PARLANGE, JY .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1975, 39 (03) :415-418
[9]   DESIGNS FOR DISC PERMEAMETERS [J].
PERROUX, KM ;
WHITE, I .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1988, 52 (05) :1205-1215
[10]  
Philip J.R., 1969, Advances in hydroscience, P215, DOI DOI 10.1016/B978-1-4831-9936-8.50010-6