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Library | Materyal Türü | Barkod | Yer Numarası | Durum |
|---|---|---|---|---|
Searching... Pamukkale Merkez Kütüphanesi | Kitap | 0097980 | TD426 Z44 2002 | Searching... Unknown |
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Özet
Özet
The challenges facing groundwater scientists and engineers today demand expertise in a wide variety of disciplines-geology, hydraulics, geochemistry, geophysics, and biology. As the number of the subdisciplines has increased and as each has become more complex and quantitative, the problem of integrating their concepts and contributions into a coherent overall interpretation has become progressively more difficult. To an increasing degree transport simulation has emerged as an answer to this problem, and the transport model has become a vehicle for integrating the vast amount of field data from a variety of sources and for understanding the relationship of various physical, chemical, and biological processes.
Applied Contaminant Transport Modeling is the first resource designed to provide coverage of the discipline's basic principles, including the theories behind solute transport in groundwater, common numerical techniques for solving transport equations, and step-by-step guidance on the development and use of field-scale modeling. The Second Edition incorporates recent advances in contaminant transport theory and simulation techniques, adding the following to the original text:
-An expanded discussion of the role of aquifer heterogeneity in controlling solute transport
-A new section on the dual-domain mass transfer approach as an alternative to the classical advection-dispersion model
-Additional chemical processes and reactions in the discussion of reactive transport
-A discussion of the TVD (total-variation-diminishing) approach to transport solution
-An entirely new Part III containing two chapters on simulation of flow and transport under variable water density and under variable saturation, respectively, and a third chapter on the use of the simulation-optimization approach in remediation system design
Applied Contaminant Transport Modeling, Second Edition remains the premier reference for practicing hydrogeologists, environmental scientists, engineers, and graduate students in the field. In 1998, in recognition of their work on the first edition, the authors were honored with the John Hem Excellence in Science and Engineering Award of the National Ground Water Association
Author Notes
CHUNMIAO ZHENG is Professor of Hydrogeology in the Department of Geological Sciences at the University of Alabama in Tuscaloosa, Alabama, where he coordinates the Hydrogeology Program, an interdisciplinary curriculum.
GORDON D. BENNETT is a Senior Associate with S. S. Papadopulos & Associates, Inc., an environmental and water-resource consulting firm with offices in the United States and Canada.
Table of Contents
| Preface | p. xvii |
| Preface to the First Edition | p. xix |
| 1 Introduction | p. 1 |
| 1.1 Solute Transport and the Role of Simulation | p. 1 |
| 1.2 A Historical Perspective | p. 5 |
| 1.3 About This Book | p. 8 |
| 1.4 A Note on Computer Software | p. 10 |
| Part 1 Concepts and Techniques | p. 11 |
| 2 Darcy's Law and Advective Transport | p. 13 |
| 2.1 Average Particle Velocity and Time of Travel | p. 13 |
| 2.2 Generalization of Darcy's Law and Equation of Groundwater Flow | p. 17 |
| 2.3 Advective Transport | p. 20 |
| Further Reading and Problems | p. 32 |
| 3 Dispersive Transport and Mass Transfer | p. 34 |
| 3.1 Introduction | p. 34 |
| 3.2 Microscopic Dispersive Processes | p. 35 |
| 3.3 Macroscopic Dispersion | p. 57 |
| 3.4 Development of the Advection--Dispersion Equation | p. 65 |
| 3.5 Advective--Diffusive Systems | p. 71 |
| Further Reading and Problems | p. 76 |
| 4 Transport with Chemical Reactions | p. 78 |
| 4.1 Introduction | p. 78 |
| 4.2 Equilibrium-Controlled Sorption | p. 80 |
| 4.3 Kinetic Sorption | p. 91 |
| 4.4 First-Order Irreversible Reactions | p. 92 |
| 4.5 Monod Kinetic Reactions | p. 95 |
| 4.6 Multispecies Kinetic Reactions | p. 97 |
| 4.7 Reactions in a Dual-Domain System | p. 103 |
| Further Reading and Problems | p. 105 |
| 5 Mathematical Model and Analytical Solutions | p. 107 |
| 5.1 Mathematical Model of Solute Transport | p. 107 |
| 5.2 Analytical Solutions | p. 114 |
| Further Reading and Problems | p. 119 |
| 6 Simulation of Advective Transport | p. 123 |
| 6.1 Introduction | p. 123 |
| 6.2 Particle Tracking Method | p. 124 |
| 6.3 Capture Zone Delineation | p. 156 |
| 6.4 Evaluation of Travel Times | p. 161 |
| 6.5 General Particle Tracking Codes | p. 166 |
| Further Reading and Problems | p. 167 |
| 7 Simulation of Advective-Dispersive Transport | p. 171 |
| 7.1 Introduction | p. 171 |
| 7.2 Eulerian Methods | p. 173 |
| 7.3 Lagrangian Methods | p. 203 |
| 7.4 Mixed Eulerian-Lagrangian Methods | p. 209 |
| 7.5 Total-Variation-Diminishing (TVD) Methods | p. 223 |
| Further Reading and Problems | p. 231 |
| 8 Simulation of Nonequilibrium Processes and Reactive Transport | p. 235 |
| 8.1 Introduction | p. 235 |
| 8.2 Nonequilibrium Sorption | p. 236 |
| 8.3 Dual-Domain Mass Transfer | p. 238 |
| 8.4 Multispecies Kinetic Reactions | p. 240 |
| 8.5 Coupled Transport and Geochemical Modeling | p. 243 |
| 8.6 General Reactive Transport Codes | p. 245 |
| 8.7 A Case Study: Modeling Natural Attenuation | p. 247 |
| Further Reading and Problems | p. 255 |
| Part 2 Field Applications | p. 259 |
| 9 A Framework for Model Applications | p. 261 |
| 9.1 The Model Application Process | p. 261 |
| 9.2 Defining Goals | p. 262 |
| 9.3 Data Collection and Conceptual Model Development | p. 263 |
| 9.4 Selection of a Computer Code | p. 264 |
| 9.5 Building a Contaminant Transport Model | p. 267 |
| 9.6 Model Calibration and Sensitivity Analysis | p. 267 |
| 9.7 Prediction and Uncertainty | p. 268 |
| 9.8 Keys to Successful Model Applications | p. 269 |
| Further Reading and Problems | p. 270 |
| 10 Building A Contaminant Transport Model | p. 271 |
| 10.1 Getting Started | p. 271 |
| 10.2 Spatial Discretizations | p. 273 |
| 10.3 Temporal Discretizations | p. 279 |
| 10.4 Initial Conditions | p. 282 |
| 10.5 Boundary Conditions | p. 283 |
| 10.6 Sources and Sinks | p. 287 |
| 10.7 Data Management | p. 290 |
| Further Reading and Problems | p. 293 |
| 11 Model Input Parameters | p. 294 |
| 11.1 Data Needs in Transport Modeling | p. 294 |
| 11.2 Flow Parameters | p. 295 |
| 11.3 Transport Parameters | p. 300 |
| 11.4 Chemical Parameters | p. 306 |
| 12 Model Calibration and Sensitivity Analysis | p. 316 |
| 12.1 Basic Concepts of Model Calibration | p. 316 |
| 12.2 Assessment of Model Calibration | p. 318 |
| 12.3 Calibration by Trial and Error | p. 321 |
| 12.4 "Automated" Calibration | p. 328 |
| 12.5 Sensitivity Analysis | p. 343 |
| Further Reading and Problems | p. 348 |
| 13 Dealing With Uncertainty | p. 349 |
| 13.1 Introduction | p. 349 |
| 13.2 Types and Sources of Uncertainty | p. 350 |
| 13.3 Methods for Evaluating Uncertainty | p. 352 |
| 13.4 Managing Uncertainty | p. 363 |
| Further Reading and Problems | p. 366 |
| 14 Contaminant Transport Modeling: Case Studies | p. 367 |
| 14.1 Modeling Contaminant Migration from a Landfill at the Borden Site in Canada | p. 367 |
| 14.2 Evaluating Remedial Alternatives at a Superfund Site in New Jersey | p. 392 |
| 14.3 Assessing Aquifer Susceptibility to Contamination at an Agricultural Field in Wisconsin | p. 413 |
| 14.4 Application of the Dual-Domain Mass Transfer Approach to the MADE Site in Mississippi | p. 427 |
| Part 3 Advanced Topics | p. 443 |
| 15 Simulation of Density-Dependent Flow and Transport | p. 445 |
| 15.1 Introduction | p. 445 |
| 15.2 The Flow Equation for Variable-Density Conditions | p. 447 |
| 15.3 The Relationship between Solute Concentration and Water Density | p. 453 |
| 15.4 The Solute Transport Equation | p. 453 |
| 15.5 General Solution Sequence | p. 455 |
| 15.6 Sharp Interface Approach | p. 458 |
| 15.7 General Variable-Density Codes | p. 459 |
| 15.8 A Case Study: Seawater Intrusion Modeling | p. 460 |
| Further Reading and Problems | p. 471 |
| 16 Simulation of Flow and Transport in the Vadose Zone | p. 473 |
| 16.1 Introduction | p. 473 |
| 16.2 Basic Concepts of Vadose Zone Hydrology | p. 474 |
| 16.3 Flow Equation for Partially Saturated Conditions | p. 478 |
| 16.4 Solute Transport under Partial Saturation | p. 482 |
| 16.5 Extension to the Air Phase | p. 485 |
| 16.6 General Variably Saturated Codes | p. 488 |
| 16.7 An Illustrative Example | p. 489 |
| Further Reading and Problems | p. 493 |
| 17 Optimal Management of Groundwater Quality | p. 494 |
| 17.1 Introduction | p. 494 |
| 17.2 The Simulation-Optimization Approach | p. 495 |
| 17.3 Optimization Techniques | p. 498 |
| 17.4 Optimal Management Examples | p. 513 |
| Further Reading and Problems | p. 528 |
| Appendix A Darcy's Law and the Variable-Density Flow Equation | p. 529 |
| A.1 Darcy's Law | p. 529 |
| A.2 The Variable-Density Flow Equation | p. 534 |
| Appendix B Application of Stream Functions to Groundwater Flows | p. 541 |
| B.1 Introduction | p. 541 |
| B.2 Basic Concepts of Stream Functions | p. 541 |
| B.3 Analytical Solutions | p. 545 |
| B.4 Numerical Solutions | p. 550 |
| B.4.1 Governing Equation | p. 550 |
| B.4.2 Boundary Conditions | p. 551 |
| B.4.3 Sinks or Sources | p. 552 |
| B.4.4 Examples | p. 553 |
| B.5 Stream functions in Three-Dimensional Flows | p. 554 |
| B.6 Summary | p. 556 |
| Acknowledgement | p. 556 |
| Appendix C Information on Groundwater Modeling Software | p. 557 |
| C.1 How to Obtain and Use the Companion Software | p. 557 |
| C.2 Groundwater Modeling Links | p. 558 |
| References | p. 559 |
| Index | p. 613 |
