A multi-scale Lattice Boltzmann model for simulating solute transport in 3D X-ray micro-tomography images of aggregated porous materials

被引:27
作者
Zhang, Xiaoxian [1 ]
Crawford, John W. [1 ]
Flavel, Richard J. [2 ]
Young, Iain M. [3 ]
机构
[1] Rothamsted Res, Dept Sustainable Soils & Grassland Syst, Harpenden AL5 2JQ, Herts, England
[2] Univ New England, Sch Environm & Rural Sci, Armidale, NSW 2351, Australia
[3] Univ Sydney, Fac Sci, Sch Life & Environm Sci, Sydney, NSW 2006, Australia
关键词
X-ray images; Grey Lattice Boltzmann model; Solute transport; Pore-scale modelling; Multi-scale model; Soil; ANISOTROPIC-DISPERSION-EQUATION; PORE-SCALE; COMPUTED-TOMOGRAPHY; HYDRAULIC CONDUCTIVITY; CAPILLARY-PRESSURE; MULTIPHASE FLOW; NETWORK MODEL; MASS-TRANSFER; BGK MODEL; MEDIA;
D O I
10.1016/j.jhydrol.2016.08.013
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Lattice Boltzmann (LB) model and X-ray computed tomography (CT) have been increasingly used in combination over the past decade to simulate water flow and chemical transport at pore scale in porous materials. Because of its limitation in resolution and the hierarchical structure of most natural soils, the X-ray CT tomography can only identify pores that are greater than its resolution and treats other pores as solid. As a result, the so-called solid phase in X-ray images may in reality be a grey phase, containing substantial connected pores capable of conducing fluids and solute. Although modified LB models have been developed to simulate fluid flow in such media, models for solute transport are relatively limited. In this paper, we propose a LB model for simulating solute transport in binary soil images containing permeable solid phase. The model is based on the single-relaxation time approach and uses a modified partial bounce-back method to describe the resistance caused by the permeable solid phase to chemical transport. We derive the relationship between the diffusion coefficient and the parameter introduced in the partial bounce-back method, and test the model against analytical solution for movement of a pulse of tracer. We also validate it against classical finite volume method for solute diffusion in a simple 2D image, and then apply the model to a soil image acquired using X-ray tomography at resolution of 30 mu m in attempts to analyse how the ability of the solid phase to diffuse solute at micron-scale affects the behaviour of the solute at macro-scale after a volumetric average. Based on the simulated results, we discuss briefly the danger in interpreting experimental results using the continuum model without fully understanding the pore-scale processes, as well as the potential of using pore-scale modelling and tomography to help improve the continuum models. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:1020 / 1029
页数:10
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