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A Two Dimensional Numerical Model for Simulating the Movement and Biodegradation of Contaminants in a Saturated Aquifer |
2.1 | Introduction |
2.2 | Mass Transport |
2.3 | Mass Transfer |
3.1 | Introduction |
3.2 | Numerical Method Overview |
3.3 | Aquifer Discretization |
3.4 | Estimating Groundwater Velocities |
3.5 | Estimating fluxes for Advection and Dispersion |
3.6 | Simulating Kinetic Reactions |
3.7 | Incorporating Equilibrium Reactions |
3.8 | Oscillations and Stability |
4.1 | Introduction |
4.2 | Measures of Performance |
4.3 | Use of Dimensionless Variables |
4.4 | One-Dimensional Conservative Solute with a Continuous Source |
4.5 | One-Dimensional Conservative Solute from a Pulse Injection |
4.6 | Two-Dimensional Conservative Solute Transport |
4.7 | One-Dimensional Solute with First Order Decay |
4.8 | Kinetic Reactions |
4.9 | Stratified Porous Media |
4.10 | One-Dimensional Biostimulation Experiment |
5.1 | Introduction |
5.2 | Problem Description |
5.3 | No-action |
5.4 | Pump and Treat |
5.5 | Pump and Treat with Biodegradation |
5.6 | Conclusions |
Appendix A | Monod Kinetics and Competitive Inhibition |
Appendix B | Integrated Operator-Splitting Method |
Appendix C | Solute Transport Equation |
Appendix D | Linear Integrated Method |
Appendix E | Global Timestep Calculation |
Appendix F | Additional Kinetic Reaction Verification Tests |
Appendix G | Users Manual |
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A Two Dimensional Numerical Model for Simulating the
Movement and Biodegradation of Contaminants in a Saturated Aquifer © Copyright 1996, Jason E. Fabritz. All Rights Reserved. |