Book contents
- Frontmatter
- Contents
- List of Figures
- List of Tables
- Preface
- Notation
- 1 Kinematics and Governing Equations
- 2 Hydrostatics
- 3 Ideal Fluid Flow
- 4 Surface Waves
- 5 Exact Solutions to Flow Problems of an Incompressible Viscous Fluid
- 6 Laminar Boundary Layer Theory
- 7 Low-Reynolds Number Hydrodynamics
- 8 Compressible Fluid Flow
- Appendices
- References
- Answers and Hints to Selected Exercises
- Index
4 - Surface Waves
Published online by Cambridge University Press: 05 May 2015
- Frontmatter
- Contents
- List of Figures
- List of Tables
- Preface
- Notation
- 1 Kinematics and Governing Equations
- 2 Hydrostatics
- 3 Ideal Fluid Flow
- 4 Surface Waves
- 5 Exact Solutions to Flow Problems of an Incompressible Viscous Fluid
- 6 Laminar Boundary Layer Theory
- 7 Low-Reynolds Number Hydrodynamics
- 8 Compressible Fluid Flow
- Appendices
- References
- Answers and Hints to Selected Exercises
- Index
Summary
In this chapter, we study the problem of wave formation in an incompressible fluid. Waves can be of two types. The first type are surface gravity waves that are the ones seen, say, on the surface of an ocean. The second type are the ones in which the particles move to and fro in the direction of wave propagation. Such waves are known as compression or pressure waves. In this chapter, we deal only with surface waves occurring in an incompressible fluid. The waves occurring in a compressible fluid are dealt with in Chapter 8.
The assumption of the fluid being inviscid is found to be effective for formulating the problem of wave formation in an incompressible fluid. In addition, the waves are assumed to originate from a fluid that is originally at rest, and hence irrotational. Then Kelvin's theorem guarantees that the subsequent flow remains irrotational. Thus, effectively, we assume potential flow. Though this is the same assumption as made in most part of Chapter 3, the techniques for analyzing wave phenomena are different from those used previously.
In this chapter, we deal with both small amplitude surface waves and large amplitude shallow water (or ‘long’) waves. The equations governing wave motion are nonlinear. However, small amplitude waves can be treated by linearizing the governing equations. In the case of shallow water waves, however, we use the method of characteristics for solving the nonlinear partial differential equations. We start by presenting the governing equations for surface waves.
Governing Equations for Surface Waves
Consider a body of fluid with a top free surface, and the bottom surface bounded by a solid boundary, as shown in Fig. 4.1. Waves exist at the top free surface of the fluid. The x-axis is fixed at the mean level of the free surface, which is defined by the equation y = η(x, z, t). The bottom surface need not be a flat surface, but it is assumed to be invariant with respect to time.
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- Information
- Fluid MechanicsFoundations and Applications of Mechanics, pp. 201 - 241Publisher: Cambridge University PressPrint publication year: 2015