Dominic M. Di Toro, Ph.D. |
Table of Contents |
| Preface Acknowledgments Part I Preliminaries 1 Properties of Sediments 1.1 Physical Characteristics 1.2 Chemical Preliminaries 1.3 Chemical Characteristics 1.4 Biological Characteristics 1.5 Conclusion 2 ModelFormulation 2.1 Framework 2.2 Mass Balance Equations 2.3 Sedimentation and Burial 2.4 Mixing Processes and Mass Transfer Coefficients 2.5 Two-Layer Mass Balance 2.6 Particulate Organic Nitrogen and Ammonia 2.7 Continuous Models Appendix 2A: Solution of Mass Balance Equations 2A.1 First-Order Equation 2A.2 Second-Order Equation Appendix 2B: MACSYMA Solutions Part II Nutrients 3 Ammonia 3.1 Introduction 3.2 Model Components 3.3 Mass Balance Equations 3.4 Data Analysis 3.5 Observations of Chesapeake Bay Nitrification 3.6 Nonsteady State Features 3.7 Conclusions Appendix 3A: Solution of Ammonia Mass Balance Equations Appendix 3B: Ammonia and Dissolved Oxygen Surface Mass Transfer Coefficients Appendix 3C: Regression Analysis 4 Nitrate 4.1 Introduction 4.2 Model Formulation and Solution 4.3 Nitrate Source from the Overlying Water 4.4 Nitrate Source from Nitrification 4.5 Model Applications 4.6 Flux Normalization and Parameter Estimation 4.7 Application to Chesapeake Bay 4.8 Estimate of the Denitrification Reaction Velocities 4.9 Observations of Chesapeake Bay Denitrification 4.10 Extent of Denitrification and the Nitrogen Balance 4.11 Conclusions Appendix 4A: MACSYMA 5 Steady State Model 5.1 Introduction 5.2 Modeling Framework 5.3 Mass Balance Equations 5.4 Solution For Anaerobic Layer Source 5.5 Solution For Aerobic Layer Source Appendix 5A: MACSYMA 6 Phosphorus 6.1 Introduction 6.2 Model Components 6.3 Solutions 6.4 Simplified Phosphate Flux Model 6.5 Steady State Numerical Model 6.6 Conclusions Appendix 6A: Positive and Negative Logarithmic Scale for Plotting 7 Silica 7.1 Introduction 7.2 Model Components 7.3 Solutions 7.4 Final Model 7.5 Conclusions Part III Oxygen 8 Oxygen Equivalents 8.1 Introduction 8.2 Proposed Modeling Frameworks 8.3 Oxygen Equivalents 8.4 Sediment Oxygen Demand 8.5 Oxygen Equivalents and SOD 8.6 Conclusion 9 Sulfide 9.1 Introduction 9.2 Sulfide Production 9.3 Sulfide Oxidation 9.4 Solutions 9.5 Sediment Oxygen Demand 9.6 Data Analysis 9.7 Commentary 10 Methane 10.1 Introduction 10.2 Stoichiometry and Oxygen Equivalents 10.3 Dissolved Methane Mass Balance 10.4 Dissolved Oxygen Mass Balance 10.5 SOD Equation 10.6 Data Analysis 10.7 Relationship to Sulfide Oxidation Appendix 10A: Positive and Negative Logarithmic Scale for Plotting Appendix 10B: Solution of Dissolved Oxygen Mass Balance Equations 11 Sulfide and Methane 11.1 Introduction 11.2 Sulfate Consumption 11.3 Layers and Mass Transfer Resistances 11.4 Multilayer versus Two-layer Models 11.5 Depth of Sulfate Reduction 11.6 Sulfate and Methane Mass Balance Equations 11.7 Numerical Examples 11.8 Upper Potomac Estuary 11.9 Anacostia River 11.10 Conclusions Appendix 11A: MACSYMA Solution for the Three-Layer Equations Appendix 11B: MACSYMA Solution of the Sulfate Mass Balance Equations Appendix 11C: MACSYMA Solution of the Sulfide-Sulfate Mass Balance Equations Part IV Time Variable Model Implementation 12 Diagenesis 12.1 Introduction 12.2 Mass Balance Equations 12.3 Diagenesis Stoichiometry 12.4 Diagenesis Kinetics 12.5 Depositional Flux 12.6 Sediment Composition 12.7 Sediment Algal Carbon 12.8 Conclusion 13 Mass Transport and Numerical Methods 13.1 Introduction 13.2 Transport Parameters 13.3 Sediment Solids 13.4 Effect of Varying Layer Thickness 13.5 Numerical Considerations Appendix 13A: Fourier Series and the Boundary Conditions Part V Model Calibration and Applications 14 Chesapeake Bay 14.1 Introduction 14.2 Ammonia 14.3 Nitrate 14.4 Sulfide 14.5 Oxygen 14.6 Phosphate 14.7 Silica 14.8 Station Composite Plots 14.9 Conclusions 15 MERL, Long Island Sound, and Lake Champlain 15.1 Introduction 15.2 MERL 15.3 Long Island Sound 15.4 Lake Champlain 15.5 Summary of Parameter Values Used in All Applications 16 Steady State and Time Variable Behavior 16.1 Introduction 16.2 Steady State Model 16.3 Model Sensitivity 16.4 Time to Steady State 16.5 Conclusions Appendix 16A: Model Equations Part VI Metals 17 Calcium and Alkalinity 17.1 Introduction 17.2 Calcium Carbonate 17.3 Chemistry and Simplifications 17.4 Closed System 17.5 Sediment Model Equations and Solutions 17.6 Application to Long Island Sound 17.7 Conclusion 18 Manganese I: Sediment Flux 18.1 Introduction 18.2 Steady State Model 18.3 Time Variable Model 18.4 Effect of pH Appendix 18A: MACSYMA 19 Manganese II: Overlying Water-Sediment Interaction 19.1 Introduction 19.2 Model Formulation 19.3 Time Variable Model 19.4 Calibration Appendix 19A: MACSYMA 20 Iron Flux Model 20.1 Introduction 20.2 Iron Chemistry 20.3 Model Configuration 20.4 Application to Onondaga Lake 20.5 Application to the Croton Reservoir 20.6 Model Framework 20.7 Summary 21 Cadmium and Iron 21.1 Introduction 21.2 Toxicity of Metals 21.3 Model Structure 21.4 Model Framework 21.5 Solution Method 21.6 Applications 21.7 Conclusions Appendix 21A: Partitioning Equations A.1 FeS Partitioning A.2 Cadmium Partitioning Appendix 21B: MACSYMA Appendix A: Data Tables A.1 Chesapeake Bay A.2 MERL A.3 Lake Champlain Appendix B: Computer Program Nomenclature Bibliography Index |