About the book series |
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vii | |
Editorial board of the book series |
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ix | |
Contributors |
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xvii | |
Foreword |
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xix | |
Editors' preface |
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xxi | |
About the editors |
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xxv | |
Acknowledgements |
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xxvii | |
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Section 1 Introduction to groundwater geochemistry and fundamentals of hydrogeochemical modeling |
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1 Hydrogeochemistry principles for geochemical modeling (J. Bundschuh & O. Sracek) |
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3 | (24) |
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1.1 Sampling and analysis of water, solids and gases |
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3 | (7) |
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1.1.1 Measurement of field parameters |
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5 | (2) |
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1.1.2 Filtration and preservation of water samples |
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7 | (1) |
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1.1.3 Sampling of solid materials |
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8 | (1) |
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9 | (1) |
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1.2 Introduction to thermodynamics |
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10 | (5) |
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1.3 Chemical composition of precipitation |
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15 | (1) |
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1.4 Hydrochemical processes |
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16 | (6) |
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16 | (1) |
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1.4.2 Oxidation-reduction reactions |
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16 | (1) |
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1.4.3 Organic matter decomposition, photosynthesis and aerobic respiration |
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17 | (1) |
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1.4.4 Nitrification and denitrification |
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17 | (1) |
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18 | (4) |
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22 | (5) |
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2 Thermodynamics of gas and mineral solubility in the unsaturated-zone water (L. Mercury & M. Zilberbrand) |
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27 | (18) |
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27 | (1) |
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27 | (6) |
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27 | (3) |
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2.2.2 "Capillarizing" the water by the dryness of the soil atmosphere |
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30 | (1) |
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2.2.3 Capillarity and size of pores |
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31 | (1) |
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2.2.4 Capillary water: stable or metastable? |
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32 | (1) |
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2.3 Capillary thermodynamics |
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33 | (3) |
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2.3.1 Capillary solutions and the gas-solutions equilibria |
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33 | (1) |
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2.3.2 Solids in capillary situations |
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34 | (1) |
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2.3.3 Thermodynamic modeling of reactions in capillary systems |
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34 | (1) |
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2.3.4 Simplified modeling of salt solubility in capillary systems |
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35 | (1) |
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2.4 Illustrations in natural settings |
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36 | (3) |
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2.4.1 Capillarity and mineralogy of desert roses |
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36 | (2) |
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2.4.2 Capillarity and the dissolution of gases |
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38 | (1) |
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2.5 Hydrogeochemical modeling in the unsaturated zone |
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39 | (1) |
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40 | (5) |
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3 Governing equations and solution algorithms for geochemical modeling (C. Ayora, M. W. Saaltink & J. Carrera) |
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45 | (38) |
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3.1 The formulation of reactions |
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45 | (13) |
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3.1.1 Species, reactions and stoichiometric coefficients |
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45 | (2) |
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3.1.2 Equilibrium reactions in terms of the stoichiometric matrix |
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47 | (2) |
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3.1.3 Primary and secondary species |
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49 | (3) |
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3.1.4 Components and component matrix |
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52 | (1) |
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3.1.4.1 Method 1 (aqueous components) |
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53 | (4) |
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3.1.4.2 Method 2 (eliminate constant activity species) |
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57 | (1) |
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57 | (1) |
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3.2 Homogeneous reactions |
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58 | (5) |
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3.2.1 Speciation calculations |
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59 | (1) |
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60 | (1) |
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61 | (2) |
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3.3 Heterogeneous reactions |
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63 | (10) |
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3.3.1 Surface complexation reactions |
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63 | (5) |
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3.3.2 Cation exchange reactions |
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68 | (3) |
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3.3.3 Reactions with a solid phase |
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71 | (1) |
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3.3.4 Reactions with a gas phase |
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71 | (2) |
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73 | (3) |
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3.5 Formulation of kinetic reactions |
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76 | (7) |
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4 Fluid flow, solute and heat transport equations (M. W. Saaltink, A. Yakirevich, J. Carrera & C. Ayora) |
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83 | (44) |
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83 | (1) |
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4.2 Groundwater flow equations |
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83 | (9) |
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84 | (1) |
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4.2.1.1 The conservation mass for the fluid |
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84 | (1) |
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4.2.1.2 The momentum mass balance equations for the fluid |
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84 | (3) |
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87 | (3) |
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90 | (1) |
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4.2.2.1 Multiphase system |
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90 | (2) |
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4.3 Transport of conservative solutes |
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92 | (5) |
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4.3.1 Advection, diffusion and dispersion |
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92 | (1) |
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92 | (1) |
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93 | (1) |
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94 | (2) |
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4.3.2 Transport equations of conservative solutes |
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96 | (1) |
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4.4 Heat transport equations |
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97 | (2) |
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4.4.1 Conduction and convection |
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97 | (1) |
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97 | (1) |
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98 | (1) |
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4.4.2 Heat transport in single fluid phase systems |
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98 | (1) |
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4.4.3 Heat transport in multiple fluid phases systems |
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99 | (1) |
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99 | (16) |
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4.5.1 The need for reactive transport: calcite dissolution in the fresh-salt water mixing zone |
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99 | (3) |
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4.5.2 Mass balance equations |
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102 | (4) |
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4.5.3 Constant activity species |
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106 | (2) |
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4.5.4 Analytical solution for a binary system: equilibrium reaction rates |
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108 | (1) |
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4.5.4.1 Problem statement |
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108 | (1) |
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4.5.4.2 Methodology of solution |
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109 | (3) |
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4.5.4.3 An analytical solution: pulse injection in a binary system |
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112 | (3) |
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4.6 The effect of heterogeneity and non-local formulations |
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115 | (12) |
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4.6.1 The limitations of traditional formulations and the need for upscaling |
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116 | (3) |
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4.6.2 Solution of reactive transport in MRMT formulations |
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119 | (8) |
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5 Numerical solutions of reactive transport equations (M. W. Saaltink, J. Carrera & C. Ayora) |
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127 | (16) |
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127 | (1) |
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5.2 Methods for discretizing space and time |
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127 | (8) |
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127 | (1) |
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127 | (2) |
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5.2.1.2 Application to conservative transport |
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129 | (2) |
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131 | (3) |
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5.2.3 Instability and numerical dispersion |
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134 | (1) |
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5.3 Methods for solving reactive transport equations |
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135 | (8) |
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5.3.1 Sequential Iteration Approach (SIA) |
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136 | (2) |
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5.3.2 Direct Substitution Approach (DSA) |
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138 | (2) |
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5.3.3 Comparison between SIA and DSA |
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140 | (3) |
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6 Elaboration of a geochemical model (M. Zilberbrand) |
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143 | (10) |
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143 | (1) |
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6.2 Model types and the most popular existing software packages |
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143 | (2) |
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6.2.1 Speciation-solubility models |
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143 | (2) |
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6.2.2 Reaction-path models |
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145 | (1) |
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6.2.3 Inverse (mass-balance) models |
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145 | (1) |
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6.2.4 Reactive transport models |
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145 | (1) |
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6.3 Data required for geochemical modeling |
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145 | (2) |
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6.3.1 Data for speciation-solubility models |
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145 | (2) |
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6.3.2 Data for reaction-path models |
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147 | (1) |
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6.3.3 Data for inverse (mass-balance) models |
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147 | (1) |
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6.3.4 Data for reactive transport models |
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147 | (1) |
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6.4 Schematization and choice of thermodynamic database |
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147 | (2) |
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6.5 Modeling and interpretation of its results |
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149 | (1) |
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6.6 Possible errors and misconceptions in model elaboration |
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150 | (3) |
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7 Advances in geochemical modeling for geothermal applications (P. Birkle) |
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153 | (28) |
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153 | (1) |
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7.2 Development of geothermal reservoir tools |
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153 | (2) |
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7.3 Types of geochemical models for geothermal systems |
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155 | (1) |
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7.4 Requirements for geochemical simulations of geothermal reservoirs |
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156 | (1) |
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7.5 Popular computer software for geothermal system modeling |
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156 | (3) |
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7.6 Flow and geochemical model calibration |
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159 | (1) |
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7.7 Selection of recent applications (2000-2010)---Case studies |
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160 | (10) |
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7.7.1 General applications |
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160 | (1) |
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7.7.2 Conceptual reservoir models |
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160 | (4) |
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7.7.3 Lumped parameter models |
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164 | (1) |
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7.7.4 Advanced numerical modeling |
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165 | (1) |
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7.7.4.1 Reservoir design and magnitude---Reconstruction of reservoir parameters |
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165 | (1) |
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7.7.4.2 Origin of acidity for reservoir fluids |
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165 | (1) |
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7.7.4.3 Mineral-fluid equilibria |
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165 | (1) |
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7.7.4.4 Fluid reinjection---Scaling effects |
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165 | (3) |
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7.7.4.5 Hot-Dry Rock (HDR) systems (Soultz-sous-Forets, France) |
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168 | (1) |
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7.7.4.6 CO2 injection into geothermal reservoirs |
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169 | (1) |
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7.8 Conclusions---Future challenges |
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170 | (11) |
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8 Integrating field observations and inverse and forward modeling: application at a site with acidic, heavy-metal-contaminated groundwater (P. Glynn & J. Brown) |
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181 | (54) |
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181 | (1) |
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8.2 Geochemical modeling: computer codes, theory and assumptions |
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182 | (6) |
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8.2.1 Inverse geochemical modeling |
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182 | (1) |
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8.2.1.1 Principles, codes and theory |
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182 | (1) |
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8.2.1.2 Assumptions used in inverse modeling |
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183 | (3) |
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8.2.2 Forward geochemical modeling |
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186 | (1) |
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8.2.2.1 Principles and codes |
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186 | (2) |
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8.3 The Pinal Creek basin site: brief description |
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188 | (2) |
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189 | (1) |
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8.3.2 Hydrology and groundwater flow |
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190 | (1) |
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8.4 Inverse geochemical modeling at the Pinal Creek site |
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190 | (13) |
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8.4.1 Examination of end-member waters and their conservative constituents |
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191 | (1) |
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8.4.2 The thermodynamic state of the end-member waters |
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192 | (2) |
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8.4.3 NETPATH inverse modeling: simulation results |
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194 | (6) |
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8.4.4 Inverse geochemical modeling with PHREEQC |
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200 | (3) |
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8.5 Reactive-transport modeling at the Pinal Creek site |
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203 | (21) |
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8.5.1 Summary of previous reactive-transport modeling |
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205 | (1) |
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8.5.2 A reactive-transport sensitivity analysis on the movement of pH and pe-controlling mineral fronts |
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206 | (1) |
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8.5.2.1 A simple model for advective transport of a reactive front: the MnO2 dissolution front |
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206 | (1) |
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8.5.2.2 Determination of the initial MnO2,s and carbonate mineral concentrations |
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207 | (2) |
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8.5.2.3 Setup of the 1-D reactive-transport simulations |
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209 | (2) |
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8.5.2.4 Simulation results: movement of the Fe(II)-rich waters and of the MnO2 dissolution front |
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211 | (1) |
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8.5.2.5 Simulation results: evolution of the low-pH waters |
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212 | (1) |
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8.5.2.6 The effect of the initial carbonate to initial MnO2 ratio on the evolution of the low-pH waters |
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213 | (2) |
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8.5.2.7 Influence of the aluminum mineral allowed to precipitate on the evolution of the low-pH waters |
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215 | (2) |
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8.5.2.8 Effects of the irreversible dissolution of Ca and Mg silicates on the evolution of low-pH Fe(II)-rich waters |
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217 | (1) |
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8.5.2.9 The effect of not allowing rhodochrosite precipitation |
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218 | (1) |
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8.5.2.10 The CO2 open system simulations |
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218 | (1) |
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8.5.2.11 The effect of longitudinal dispersion |
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219 | (1) |
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8.5.2.12 The influence of cation exchange and surface-complexation sorption processes |
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220 | (1) |
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8.5.2.13 Other minor effects on the evolution of the low-pH waters |
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221 | (1) |
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8.5.2.14 Comparison of the reactive transport simulation results with observations at the Pinal Creek site |
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221 | (3) |
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224 | (2) |
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8.7 The Senior Author's fifteen year perspective on the Glynn and Brown (1996) paper |
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226 | (9) |
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9 Models and measurements of porosity and permeability evolution in a sandstone formation (S. Emmanuel, J.J. Ague & O. Walderhaug) |
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235 | (18) |
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235 | (1) |
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9.2 Porosity measurements in mineralized rock |
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236 | (2) |
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9.3 Theory and numerical modeling of porosity evolution |
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238 | (7) |
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9.3.1 Conceptual model of the porous medium |
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238 | (2) |
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240 | (3) |
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9.3.3 Reactive transport equations |
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243 | (1) |
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9.3.4 Numerical solution and model optimization |
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244 | (1) |
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9.4 Comparison between numerical models and measurements |
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245 | (2) |
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9.5 Implications for bulk reaction rates |
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247 | (1) |
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9.6 Implications for permeability evolution in aquifers |
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248 | (1) |
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249 | (4) |
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10 Geochemical modeling of water chemistry evolution in the Guarani Aquifer System in Sao Paulo, Brazil (O. Sracek & R. Hirata) |
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253 | (6) |
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11 Modeling of reactive transport at a site contaminated by petroleum hydrocarbons at Hnevice, Czech Republic (O. Sracek & Z. Vencelides) |
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259 | (8) |
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11.1 Site characterization and conceptual model |
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259 | (2) |
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11.2 Speciation and inverse geochemical modeling |
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261 | (2) |
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11.3 Modeling of reactive transport |
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263 | (4) |
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12 Numerical modeling for preliminary assessment of natural remediation of phosphorus in variably saturated soil in a peri-urban settlement in Kampala, Uganda (R. N. Kulabako, R. Thunvik, M. Nalubega & L. A. Soutter) |
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267 | (20) |
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267 | (1) |
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267 | (2) |
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269 | (7) |
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269 | (5) |
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274 | (1) |
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12.3.2.1 Soil phosphorus sorption |
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274 | (1) |
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12.3.2.2 Solute transport model |
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275 | (1) |
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276 | (1) |
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12.5 Results and discussion |
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277 | (4) |
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12.5.1 Field measurements |
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277 | (1) |
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12.5.2 Pollution and remediation simulation scenarios |
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278 | (1) |
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12.5.3 Sensitivity analyses |
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279 | (1) |
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12.5.3.1 Impact of change of sorption coefficients (KL and Kplin) on pollution time |
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279 | (1) |
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12.5.3.2 Impact of change of the pore size distribution values on pollution time |
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279 | (2) |
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12.5.3.3 Impact of change of the air entry values on pollution time |
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281 | (1) |
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281 | (6) |
Subject index |
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287 | (18) |
Book series page |
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305 | |