Parameter equivalence for the Brooks-Corey and vanGenuchten soil characteristics: Preserving the effective capillary drive

被引:147
作者
MorelSeytoux, HJ
Meyer, PD
Nachabe, M
Touma, J
vanGenuchten, MT
Lenhard, RJ
机构
[1] PACIFIC NW LAB, RICHLAND, WA 99352 USA
[2] UNIV COLORADO, DEPT CIVIL ENVIRONM & ARCHITECTURAL ENGN, BOULDER, CO 80309 USA
[3] ORSTOM, INST FRANCAIS RECH SCI DEV COOPERAT, DEPT EAUX CONTINENTALES, F-34032 MONTPELLIER, FRANCE
[4] USDA ARS, US SALIN LAB, RIVERSIDE, CA 92507 USA
[5] COLORADO STATE UNIV, DEPT CIVIL ENGN, FT COLLINS, CO 80523 USA
关键词
D O I
10.1029/96WR00069
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper provides a simple way to convert Brooks-Corey (BC) parameters to van Genuchten (vG) parameters and vice versa, for use primarily in situations where saturated conditions are likely to be encountered. Essential in this conversion is the preservation df the maximum value of a physical characteristic, the ''effective capillary drive'' H-cM [Morel-Seytoux and Khanji, 1974], defined with a good approximation for a soil water and air system as H-cM = integral(0)(infinity)k(rw)dh(c), where k(rw) is relative permkability (or conductivity) to water and h(c) is capillary pressure (head), a positive quantity. With this conversion, infiltration calculations are essentially insensitive to the model used to represent the soil hydraulic properties. It is strictly a matter of convenience for the user which expression is used. On the other hand, the paper shows that other equivalences may lead to great variations in predictions of infiltration capacity. Consequently, the choice of the proper equivalence to use in calculations for rainfall-runoff modeling or for low-level radioactive waste disposal design is a serious matter.
引用
收藏
页码:1251 / 1258
页数:8
相关论文
共 16 条
[11]   ANALYSES OF INFILTRATION EVENTS IN RELATION TO DETERMINING SOIL HYDRAULIC-PROPERTIES BY INVERSE PROBLEM METHODOLOGY [J].
RUSSO, D ;
BRESLER, E ;
SHANI, U ;
PARKER, JC .
WATER RESOURCES RESEARCH, 1991, 27 (06) :1361-1373
[12]  
TOUMA J, 1984, THESIS SCI MED U GRE
[13]   A CLOSED-FORM EQUATION FOR PREDICTING THE HYDRAULIC CONDUCTIVITY OF UNSATURATED SOILS [J].
VANGENUCHTEN, MT .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1980, 44 (05) :892-898
[14]   SORPTIVITY AND MACROSCOPIC CAPILLARY LENGTH RELATIONSHIPS [J].
WARRICK, AW ;
BROADBRIDGE, P .
WATER RESOURCES RESEARCH, 1992, 28 (02) :427-431
[15]   MACROSCOPIC AND MICROSCOPIC CAPILLARY LENGTH AND TIME SCALES FROM FIELD INFILTRATION [J].
WHITE, I ;
SULLY, MJ .
WATER RESOURCES RESEARCH, 1987, 23 (08) :1514-1522
[16]  
WHITE MD, 1992, PNL8448 PAC NW LAB