ALTERNATING FLOW MODEL FOR DISPERSION IN PACKED BEDS
CONTENTS GENERALIZATION OF DARCY’S LAW: NON-DARCIAN LIQUID FLOW IN LOW-PERMEABILITY MEDIA HENRY DARCY AND HIS LAW FOR SUBSURFACE FLUID FLOW RELATIONSHIP BETWEEN WATER FLOW FLUX AND HYDRAULIC GRADIENT IN A CAPILLARY TUBE GENERALIZED DARCY’S LAW FOR WATER FLOW IN LOW-PERMEABILITY MEDIA CORRELATION BETWEEN PERMEABILITY AND THE THRESHOLD GRADIENT RELATIONSHIP BETWEEN PARAMETER A AND PORE SIZE DISTRIBUTION MULTIDIMENSIONAL AND ANISOTROPIC CASES CASE STUDIES IMPACT OF NON-DARCIAN FLOW ON PERFORMANCE OF A SHALE REPOSITORY FOR HIGH-LEVEL NUCLEAR WASTE IN?UENCE OF NON-DARCIAN FLOW ON OBSERVED RELATIVE PERMEABILITY IMBIBITION OF FRACTURING FLUIDS INTO SHALE MATRIX AND A METHODOLOGY TO DETERMINE RELEVANT PARAMETERS NON-DARCIAN FLOW AND ABNORMAL LIQUID PRESSURE IN SHALE FORMATIONS CONCLUDING REMARKS REFERENCES GENERALIZATION OF THE DARCY-BUCKINGHAM LAW: OPTIMALITY AND WATER FLOW IN UNSATURATED MEDIA EDGAR BUCKINGHAM AND HIS LAW FOR WATER FLOW IN UNSATURATED SOILS UNSATURATED FLOW CONSTITUTIVE MODELS UNDER LOCAL EQUILIBRIUM BURDINE MODEL FOR RELATIVE PERMEABILITY AND THE BROOKS-COREY RELATION MUALEM MODEL FOR RELATIVE PERMEABILITY AND THE VAN GENUCHTEN RELATION OPTIMALITY PRINCIPLES AND THE EULER-LAGRANGIAN EQUATION GENERALIZATION OF THE DARCY-BUCKINGHAM LAW BASED ON AN OPTIMALITY CONDITION VERI?CATION WITH FIELD OBSERVATIONS OF UNSATURATED WATER FLOW IN SOILS FIELD EXPERIMENTS DATA ANALYSIS METHODS RESULTS AND DISCUSSION THE ACTIVE FRACTURE MODEL: AN EQUATION FOR A MOUNTAIN YUCCA MOUNTAIN PROJECT THE ACTIVE FRACTURE MODEL (AFM) VERI?CATION OF THE AFM WITH FIELD OBSERVATIONS COMPARISONS WITH FRACTURE NETWORK MODELING RESULTS OPTIMALITY AND SURFACE WATER FLOW APPENDIX: AN ALTERNATIVE DERIVATION OF EQ 2 48 WITHOUT USING THE LAGRANGE MULTIPLIER TWO-PART HOOKE MODEL (TPHM): THEORY, VALIDATION AND APPLICATIONS ROBERT HOOKE AND HIS LAW FOR ELASTIC DEFORMATION TWO-PART HOOKE’S MODEL TPHM FOR ISOTROPIC STRESS CONDITION TPHM-BASED CONSTITUTIVE RELATIONSHIPS FOR ISOTROPIC STRESS CONDITION TPHM FOR ANISOTROPIC STRESS CONDITION TPHM-BASED CONSTITUTIVE RELATIONSHIPS FOR ANISOTROPIC STRESS CONDITION IMPLEMENTATION OF THE TPHM IN A GEOMECHANICAL SIMULATOR FRACTURE DEFORMATION AND PROPERTIES NORMAL-STRESS DEPENDENCE OF FRACTURE HYDRAULIC PROPERTIES INTERNAL SWELLING STRESS COUPLED HYDRO-MECHANICAL PROCESSES IN A DUAL-CONTINUUM SYSTEM GOVERNING EQUATIONS CONSTITUTIVE RELATIONSHIPS AN APPLICATION TO THE IN SALAH CO2 INJECTION PROJECT A CASE STUDY: THE USE OF THE TPHM TO MODEL A MINE-BY TEST AT MONT TERRI SITE, SWITZERLAND MINE-BY (MB) TEST AT THE MONT TERRI SITE AND NUMERICAL MODEL SIMULATED RESULTS AND DISCUSSION A THERMODYNAMIC HYPOTHESIS REGARDING OPTIMALITY PRINCIPLES FOR FLOW PROCESSES IN GEOSYSTEMS TWO OPTIMALITY PRINCIPLES AND THEIR INCONSISTENCY A THERMODYNAMIC HYPOTHESIS CONSISTENCE BETWEEN THE HYPOTHESIS AND FLOW BEHAVIOR IN GEOSYSTEMS WATER FLOW IN SATURATED POROUS MEDIA WATER FLOW IN UNSATURATED POROUS MEDIA FLOW PROCESSES IN A RIVER BASIN AND THE EARTH-CLIMATE SYSTEM A FURTHER DISCUSSION ON THE MEP CONSISTENCY BETWEEN THE HYPOTHESIS AND DARWIN’S EVOLUTION THEORY CALCULATION OF INELASTIC DEFORMATION OF NATURAL ROCK FINAL REMARKS: AN “UN?NISHED” BOOK