《裂隙介质污染物传质动力学=Mass Transfer Dynamics of Contaminant in Fractured Media:英文》结合我国生态文明建设的国家战略需求，依托国家重点研发计划“场地土壤污染成因与治理技术”重点专项 (2019YFC1804303)，紧密结合科研育人的内在要求，从培养高层次创新型人才知识结构需求出发，注重内容的理论性、系统性、前沿性和完整性。主要内容包括裂隙介质概念、结构与特性、裂隙介质水动力学基础、裂隙介质中污染物基本传质过程、裂隙介质中污染物传质的数学模型、裂隙介质中污染物传质的数值模拟方法、裂隙-孔隙双重介质传质过程、裂隙介质中污染物传质界面的演化规律等内容。
目錄：
ContentsPrefaceChapter 1 Introduction 11.1 Mass transfer in saturated system 41.2 Mass transfer in unsaturated system 11Chapter 2 Concepts， Structure， and Properties of Fractured Media 152.1 Basic concepts of fractured media 152.2 Structure of fractured media 192.3 Properties of fractured media 232.3.1 Porosity of rock mass 232.3.2 Permeability of rock mass 242.3.3 Permeability of geologic formations 272.4 Characterization and reconstruction of fractured media 302.4.1 2D self-affine fracture generation 302.4.2 3D sheared fractures with the shear displacement 35Chapter 3 Basic Law of Fluid Flow in Fractured Media 383.1 Basic concepts of fluid flow in fractured media 383.1.1 Viscous versus inviscid regions of flow 393.1.2 Laminar versus turbulent flow 393.1.3 One-， two-， and three-dimensional flows 403.2 Linear flow law 413.2.1 Darcy’s Law 413.2.2 Cubic law 453.3 Non-linear flow law 493.3.1 Izbash equation 503.3.2 Forchheimer equation 503.4 Multiphase flow 523.4.1 Basic concept of multiphase flow 523.4.2 Immiscible fluid flow 623.4.3 Immiscible three-phase flow 63Chapter 4 Basic Process of Mass Transfer in Fractured Media 654.1 Diffusion 654.2 Brownian motion and Fick’s Law 704.2.1 Brownian motion 704.2.2 Fick’s First Law 744.2.3 Fick’s Second Law 754.3 Advection 774.4 Difference in dispersion and diffusion 794.5 Taylor dispersion 844.6 Adsorption and desorption 904.7 Precipitation and dissolution 91Chapter 5 Mathematical Model of Mass Transfer in Fractured Media 935.1 Analytical solution of advection-dispersion equation (ADE) model 935.1.1 ADE model and analytical solution in one-dimensional fractured media 935.1.2 ADE model and analytical solution in two-dimensional fractured media 945.1.3 ADE model and analytical solution in three-dimensional fractured media 1025.2 Continuous time random walk (CTRW) model 1065.3 Mobile-Immobile (MIM) model 1075.4 Spatial moment 1085.5 Scalar dissipation rate(SDR)and dilution index 1105.5.1 Scalar dissipation rate (SDR) 1105.5.2 Dilution index 112Chapter 6 Numerical Methods of Mass Transfer Process in Fractured Media 1146.1 Lattice Boltzmann method 1146.2 Immiscible two-phase transport model: Phase field method 1196.3 Pore-scale aqueous solute transport model 1216.4 Coupling strategy 1226.5 Behaviors of aqueous tracer mass transfer 125Chapter 7 Mass Transfer Between Matrix and Filled Fracture During Imbibition Process 1347.1 LF-NMR measurement and principle 1347.2 Experimental materials 1367.3 Distribution of the imbibed water 1387.4 Imbibition rate and analytical model 143Chapter 8 Influence of Wettability on Interfacial Area for Immiscible Liquid Invasion 1498.1 Interfacial area for immiscible liquid invasion 1498.2 Entry pressure 1518.3 Two phase flow characteristics 1538.4 Capillary pressure saturation and interfacial area relationships 156Chapter 9 Multiscale Roughness Influence on Solute Transport in Fracture 1629.1 Statistical self-affine property 1629.2 Roughness decomposition 1669.3 Flow field characteristics in fractures 1719.4 Relationship between tracer longitudinal dispersion and Peclet number 172Chapter 10 Influence of Eddies on Solute Transport Through a Fracture 18010.1 Flow field and eddies formation 18010.2 Spatial evolution of solute and BTC characteristics 18310.3 Inverse model for non-Fickian BTCs 18710.4 Uniformity of concentration distribution 189Chapter 11 Lattice Boltzmann Simulation of Solute Transport in Fractures 19211.1 Coupling flow and concentration fields based on LBM 19211.2 Taylor dispersion simulation based on LBM 19411.3 Characteristics of solute transport in a single rough fracture 195References 201List of Frequently Used Symbols 213
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