Monte Carlo study of conservative transport in heterogeneous dual-porosity media

被引:17
|
作者
Huang, H
Hassan, AE
Hu, BX
机构
[1] Univ & Community Coll Syst Nevada, Div Hydrol Sci, Desert Res Inst, Las Vegas, NV 89119 USA
[2] Univ Nevada, Grad Program Hydrol Sci, Reno, NV 89512 USA
[3] Cairo Univ, Fac Engn, Irrigat & Hyraul Dept, Giza 12211, Egypt
关键词
Monte Carlo simulation method; hydraulic conductivity; Markov chain;
D O I
10.1016/S0022-1694(03)00045-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, a Monte Carlo simulation method is applied to study groundwater flow and solute transport in heterogeneous, dual-porosity media. Both the hydraulic conductivity and the interregional mass diffusion rate are assumed to be spatial random variables, and their random distributions are generated through a Fast Fourier Transform (FFT) technique. A block-centered finite difference (FD) method is used to solve the flow equation. Based on the generated flow fields, a random walk particle-tracking algorithm is invoked to study the solute transport. The mass diffusion between the mobile and immobile. water regions is simulated by a two-state:, homogeneous, continuous-time Markov chain. The Monte Carlo simulation results are compared to those obtained through the first-order, Eulerian perturbation method. It is shown from the comparison that the first-order analytical method is robust for predicting mean concentration in mild heterogeneous dual-porosity media. However, large deviations are observed between the analytical and Monte Carlo results for predicting transport in moderately-highly heterogeneous media. The Monte Carlo method is also used to study the variance of the solute flux through a control plane. (C) 2003 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:229 / 241
页数:13
相关论文
共 50 条
  • [1] Dual-porosity methods for flow and transport simulations in extremely heterogeneous porous media
    Mooder, B
    Mendoza, C
    COMPUTATIONAL METHODS IN WATER RESOURCES, VOLS 1 AND 2: COMPUTATIONAL METHODS FOR SUBSURFACE FLOW AND TRANSPORT - COMPUTATIONAL METHODS, SURFACE WATER SYSTEMS AND HYDROLOGY, 2000, : 113 - 119
  • [2] MASS-TRANSPORT OF SOLUTES IN DUAL-POROSITY MEDIA
    BIBBY, R
    WATER RESOURCES RESEARCH, 1981, 17 (04) : 1075 - 1081
  • [3] Modeling flow and transport in heterogeneous, dual-porosity drained soils
    Nieber, J.L.
    Debasmita, Misra
    Irrigation and Drainage Systems, 1995, 9 (03) : 217 - 237
  • [4] Analytical transport modelling of metabolites formed in dual-porosity media
    Knorr, Bastian
    Maloszewski, Piotr
    Stumpp, Christine
    ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2017, 24 (05) : 4447 - 4456
  • [5] Analytical transport modelling of metabolites formed in dual-porosity media
    Bastian Knorr
    Piotr Maloszewski
    Christine Stumpp
    Environmental Science and Pollution Research, 2017, 24 : 4447 - 4456
  • [6] Impurity transport in the model of a dual-porosity regularly heterogeneous medium with colloids
    L. V. Matveev
    Journal of Experimental and Theoretical Physics, 2009, 108 : 1044 - 1049
  • [7] Impurity transport in the model of a dual-porosity regularly heterogeneous medium with colloids
    Matveev, L. V.
    JOURNAL OF EXPERIMENTAL AND THEORETICAL PHYSICS, 2009, 108 (06) : 1044 - 1049
  • [8] Reactive Transport with Fluid-Solid Interactions in Dual-Porosity Media
    Nissan, Alon
    Alcolombri, Uria
    de Schaetzen, Frederic
    Berkowitz, Brian
    Jimenez-Martinez, Joaquin
    ACS ES&T WATER, 2021, 1 (02): : 259 - 268
  • [9] Modelling of transport with non-equilibrium effects in dual-porosity media
    Hokr, M
    Maryska, J
    Sembera, J
    CURRENT TRENDS IN SCIENTIFIC COMPUTING, 2003, 329 : 175 - 182
  • [10] DUAL-POROSITY FRACTURE FLOW AND TRANSPORT
    DERSHOWITZ, W
    MILLER, I
    GEOPHYSICAL RESEARCH LETTERS, 1995, 22 (11) : 1441 - 1444