The first-order reliability method of predicting cumulative mass flux in heterogeneous porous formations

被引:25
作者
Skaggs, TH [1 ]
Barry, DA [1 ]
机构
[1] UNIV WESTERN AUSTRALIA,DEPT ENVIRONM ENGN,NEDLANDS,WA 6907,AUSTRALIA
关键词
D O I
10.1029/97WR00660
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Previous studies have proposed the first-order reliability method (FORM) as an approach to quantitative stochastic analysis of subsurface transport. Most of these considered only simple analytical models of transport in homogeneous media. Studies that looked at more-complex, heterogeneous systems found FORM to be computationally demanding and were inconclusive as to the accuracy of the method. Here we show that FORM is poorly suited for computing point concentration cumulative distribution functions (cdfs) except in the case of a constant or monotonically increasing solute source. FORM is better equipped to predict transport in terms of the cumulative mass flux across a control surface. As a demonstration, we use FORM to estimate the cumulative mass flux cdf in two-dimensional, random porous media. Adjoint sensitivity theory is employed to minimize the computational burden. In addition, properties of the conductivity covariance and distribution are exploited to improve efficiency. FORM required eight times less CPU time than Monte Carlo simulation to generate the results presented. The accuracy of FORM is found to be minimally affected by the size of the initial solute body and the solute travel distance. However, the accuracy is significantly influenced by the degree of heterogeneity, providing an accurate estimate of the cdf when there is mild heterogeneity (sigma(lnK) = 0.5) but a less accurate estimate when there is stronger heterogeneity (sigma(lnK) = 1.0).
引用
收藏
页码:1485 / 1494
页数:10
相关论文
共 32 条
[1]   CONTAMINATED GROUNDWATER REMEDIATION DESIGN USING SIMULATION, OPTIMIZATION, AND SENSITIVITY THEORY .1. MODEL DEVELOPMENT [J].
AHLFELD, DP ;
MULVEY, JM ;
PINDER, GF ;
WOOD, EF .
WATER RESOURCES RESEARCH, 1988, 24 (03) :431-441
[2]  
[Anonymous], 1987, Journal of Engineering Mechanics, ASCE
[3]  
[Anonymous], 1989, FLOW TRANSPORT POROU, DOI DOI 10.1007/978-3-642-75015-1
[4]   APPLICATION OF THE CONVECTION-DISPERSION MODEL TO SOLUTE TRANSPORT IN FINITE SOIL COLUMNS [J].
BARRY, DA ;
SPOSITO, G .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1988, 52 (01) :3-9
[5]   ON THE DAGAN MODEL OF SOLUTE TRANSPORT IN GROUNDWATER - APPLICATION TO THE BORDEN SITE [J].
BARRY, DA ;
COVES, J ;
SPOSITO, G .
WATER RESOURCES RESEARCH, 1988, 24 (10) :1805-1817
[6]  
Bear J., 1972, DYNAMICS FLUIDS PORO
[7]   PROBABILISTIC SENSITIVITY ANALYSIS FOR ONE-DIMENSIONAL REACTIVE TRANSPORT IN POROUS-MEDIA [J].
CAWLFIELD, JD ;
WU, MC .
WATER RESOURCES RESEARCH, 1993, 29 (03) :661-672
[8]  
Christakos G., 1992, Random field models in earth sciences
[9]   A SOLUTE FLUX APPROACH TO TRANSPORT IN HETEROGENEOUS FORMATIONS .2. UNCERTAINTY ANALYSIS [J].
CVETKOVIC, V ;
SHAPIRO, AM ;
DAGAN, G .
WATER RESOURCES RESEARCH, 1992, 28 (05) :1377-1388
[10]   A SOLUTE FLUX APPROACH TO TRANSPORT IN HETEROGENEOUS FORMATIONS .1. THE GENERAL FRAMEWORK [J].
DAGAN, G ;
CVETKOVIC, V ;
SHAPIRO, A .
WATER RESOURCES RESEARCH, 1992, 28 (05) :1369-1376