Book contents
- Frontmatter
- Contents
- Preface
- Acknowledgments
- 1 Basic Equations
- 2 Steady Flow in a Single Aquifer
- 3 Steady Interface Flow
- 4 Two-Dimensional Flow in the Vertical Plane
- 5 Steady Flow in Leaky Aquifer Systems
- 6 Three-Dimensional Flow
- 7 Transient Flow
- 8 Complex Variable Methods
- 9 Fluid Particle Paths and Solute Transport
- 10 Finite Differences and Finite Elements
- Appendix A Sinusoidal Tidal Fluctuation
- Appendix B Numerical Integration of the Cauchy Integral
- List of Problems with Page Numbers
- References
- Index
Preface
Published online by Cambridge University Press: 30 August 2017
- Frontmatter
- Contents
- Preface
- Acknowledgments
- 1 Basic Equations
- 2 Steady Flow in a Single Aquifer
- 3 Steady Interface Flow
- 4 Two-Dimensional Flow in the Vertical Plane
- 5 Steady Flow in Leaky Aquifer Systems
- 6 Three-Dimensional Flow
- 7 Transient Flow
- 8 Complex Variable Methods
- 9 Fluid Particle Paths and Solute Transport
- 10 Finite Differences and Finite Elements
- Appendix A Sinusoidal Tidal Fluctuation
- Appendix B Numerical Integration of the Cauchy Integral
- List of Problems with Page Numbers
- References
- Index
Summary
The subject matter covered in this text is the mathematical description of fluid flow through porous media. Some parts of this book have been taken from Strack [1989], but much of the material is newly written. The two primary objectives are as follows. The first is to instruct the reader in approximating groundwater flow problems in such a manner that they can be solved analytically. The analytic solution will help us to gain insight, prior to constructing a complete solution to the problem using some numerical method if a more elaborate model is required.
The second objective is to explain how to simplify a practical problem so that it is analytically tractable. It requires considerable skill and understanding to approximate an actual flow problem by a simpler one that can be solved analytically, yet provide insight into the essence of the original problem. Even if the problem cannot be handled adequately by simple means, and recourse to a numerical solution is necessary, the determination and interpretation of relatively crude approximate solutions often provides crucial insight. The understanding thus gained can be used with advantage in selecting and setting up a numerical model that may ultimately be used to solve the problem. Modern computational environments exist that are suitable for implementing analytical solutions with relative ease, and are capable of displaying the results in a variety of manners, often in graphical form. The availability of such environments greatly enhances the use of analytic solutions as compared with in the past.
In view of the primary two objectives, emphasis is placed on a detailed coverage of methods for solving a variety of problems, rather than on providing a catalogue of existing solutions. Application of complex variable methods greatly simplifies the method of solution of many groundwater flow problems. Although complex variable methods carry with them a certain level of intimidation for many, once understood, complex variables make major simplification possible, as compared with real variables. We introduce in this text complex variables using Wirtinger calculus (Wirtinger [1927]), which extends the use of complex variables to general two-dimensional problems. The implementation of complex variables in the majority of modern computational engines makes their use for obtaining analytic solutions attractive, especially in view of the primary objectives of this text.
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- Analytical Groundwater Mechanics , pp. ix - xPublisher: Cambridge University PressPrint publication year: 2017