Parameter estimation of two-fluid capillary pressure-saturation and permeability functions

被引:131
作者
Chen, J [1 ]
Hopmans, JW [1 ]
Grismer, ME [1 ]
机构
[1] Univ Calif Davis, Dept Land Air & Water Resources, Hydrol Program, Davis, CA 95616 USA
关键词
D O I
10.1016/S0309-1708(98)00025-6
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Accurate characterization and modeling of subsurface how in multi-fluid soil systems require development of a rapid, reproducible experimental method that yields the information necessary to determine the parameters of the capillary pressure-saturation and permeability functions. Previous work has demonstrated that parameter optimization using inverse modeling is a powerful approach to indirectly determine these constitutive relationships for air-water systems. We consider extension of the inverse parameter estimation method to the modified multi-step outflow method for two-fluid (air-water, air-oil and oil-water) flow systems. The wellposedness of the proposed parameter estimation problem is evaluated by its accuracy, uniqueness and parameter uncertainty. Seven different parametric models for the capillary pressure-saturation and permeability functions were tested in their ability to fit the multi-step outflow experimental data; these included the van Genuchten-Mualem (VGM) model, van Genuchten-Burdine (VGB), Brooks-Corey-Mualem (BCM), Brooks-Corey-Burdine (BCB), Brutsaert-Burdine (BRB), Gardner-Mualem (GDM) and Lognormal Distribution-Mualem (LNM) models. The VGB, BCM and BCB models fitted the multi-step outflow data poorly, and resulted in relatively large values for the root-mean-squared residuals. It was concluded that the remaining VGM, LNM, BRB and GDM models successfully characterized the multi-step experimental data for two-fluid flow systems. Although having one parameter less than the other models, the GDM model's performance was excellent. Finally, we conclude that optimized capillary pressure-saturation functions for the oil-water and air-oil could be predicted from the respective air-water function using interfacial tension ratios. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:479 / 493
页数:15
相关论文
共 45 条
[1]  
Bard Y., 1974, Nonlinear Parameter Estimation
[2]  
Bear J., 1988, DYNAMICS FLUIDS PORO
[3]  
BROOKS RH, 1964, 3 COL U
[4]  
Brutsaert W., 1967, T AM SOC AGR ENG, V10, P400, DOI DOI 10.13031/2013.39683
[5]  
BURDINE NT, 1953, T AM I MIN MET ENG, V198, P71
[6]   ESTIMATION OF AQUIFER PARAMETERS UNDER TRANSIENT AND STEADY-STATE CONDITIONS .2. UNIQUENESS, STABILITY, AND SOLUTION ALGORITHMS [J].
CARRERA, J ;
NEUMAN, SP .
WATER RESOURCES RESEARCH, 1986, 22 (02) :211-227
[7]   ESTIMATION OF AQUIFER PARAMETERS UNDER TRANSIENT AND STEADY-STATE CONDITIONS .1. MAXIMUM-LIKELIHOOD METHOD INCORPORATING PRIOR INFORMATION [J].
CARRERA, J ;
NEUMAN, SP .
WATER RESOURCES RESEARCH, 1986, 22 (02) :199-210
[8]   A GENERAL MASS-CONSERVATIVE NUMERICAL-SOLUTION FOR THE UNSATURATED FLOW EQUATION [J].
CELIA, MA ;
BOULOUTAS, ET ;
ZARBA, RL .
WATER RESOURCES RESEARCH, 1990, 26 (07) :1483-1496
[9]   A MASS CONSERVATIVE NUMERICAL-SOLUTION FOR 2-PHASE FLOW IN POROUS-MEDIA WITH APPLICATION TO UNSATURATED FLOW [J].
CELIA, MA ;
BINNING, P .
WATER RESOURCES RESEARCH, 1992, 28 (10) :2819-2828
[10]   INSITU DETERMINATION OF SOIL HYDRAULIC-PROPERTIES DURING DRAINAGE [J].
DANE, JH ;
HRUSKA, S .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1983, 47 (04) :619-624