Abstract
When a fluid flow interacts with a topographic feature, and the fluid can support wave propagation, there is the potential for waves to be generated upstream and/or downstream. In many cases when the topographic feature has a small amplitude the situation can be successfully described using a linearised theory, and any nonlinear effects are determined as a small perturbation on the linear theory. However, when the flow is critical, that is, the system supports a long wave whose group velocity is zero in the reference frame of the topographic feature, then typically the linear theory fails and it is necessary to develop an intrinsically nonlinear theory. It is now known that in many cases such a transcriticai, weakly nonlinear and weakly dispersive theory leads to a forced Korteweg-de Vries (fKdV) equation. In canonical form, this is
where u(x, t) is the amplitude of the critical mode, t is the time coordinate, x is the spatial coordinate, Δ is the phase speed of the critical mode, and f(x) is a representation of the topographic feature.
In this article we shall sketch the contexts where the fKdV equation is applicable, and describe some of the most relevant solutions. There are two main classes of solutions. In the first, the initial condition for the fKdV equation is u(x, 0) = 0 so that the waves are generated directly by the flow interaction with the topography. In this case the solutions are characterised by the generation of upstream solitary waves and an oscillatory downstream wavetrain, with the detailed structure being determined by A and the polarity of the topographic forcing term f(x). In the second class a solitary wave is incident on the topography, and depending on the system parameters may be repelled with a significant amplitude change, trapped with a change in amplitude, or allowed to pass by the topography with only a small change in amplitude.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Akylas, T R (1984) On the excitation of long nonlinear water waves by a moving pressure distribution, J. Fluid Mech. 141, 455–466.
Cole, S L (1985) Transient waves produced by flow past a bump, Wave Motion 7, 579–587.
Lee, S J, Yates, G T and Wu, T Y (1989) Experiments and analyses of up stream-advancing solitary waves generated by moving disturbances, J. Fluid Mech. 199, 569–593.
Wu, T Y (1987) Generation of upstream advancing solitons by moving disturbances, J. Fluid Mech. 184, 75–99.
Grimshaw, R and Smyth N (1986) Resonant flow of a stratified fluid over topography, J. Fluid Mech. 169, 429–464.
Melville, W K and Helfrich, K R (1987) Transcriticai two-layer flow over topography, J. Fluid Mech. 178, 31–52.
Clarke, S R and Grimshaw, R H J (1994) Resonantly generated internal wave in a contraction, J. Fluid Mech. 274, 139–161.
Clarke, S R and Grimshaw, R H J (2000) Weakly-nonlinear internal wave fronts trapped in contractions, J. Fluid Mech. 415, 323–345.
Grimshaw, R (1990) Resonant flow of a rotating fluid past an obstacle: the general case, Stud. Appl. Math. 83, 249–269.
Grimshaw, R (1987) Resonant forcing of barotropic coastally trapped waves, J. Phys. Oceanogr. 17, 53–65.
Mitsudera, H and Grimshaw, R (1990) Resonant forcing of coastally trapped waves in a continuously stratified ocean, Pure & Appl. Geo-phys. 133, 635–644.
Smyth, N (1987) Modulation theory solution for resonant flow over topography, Proc. Roy. Soc. London A 409, 79–97.
Whitham, G B (1974) Linear and Nonlinear Waves, New York: Wiley.
Gurevich, A V and Pitaevskii, L P (1974) Nonstationary structure of a collionsless shock wave, Sov. Phys. Jetp 38, 291–297.
Grimshaw, R and Mitsudera, H (1993) Slowly-varying solitary wave solutions of the perturbed Korteweg-de Vries equation revisited, Stud. Appl. Math. 90, 75–86.
Grimshaw, R, Pelinovsky, E and Tian, X (1994) Interaction of a solitary wave with an external force, Physica D 77, 405–433.
Grimshaw, R, Pelinovsky, E and Sakov, P (1996) Interaction of a solitary wave with an external force moving with variable speed, Stud. Appl. Math. 97, 235–276.
Grimshaw, R, Pelinovsky, E and Bezen, A (1997) Hysteresis phenomena in the interaction of a damped solitary wave with an external force, Wave Motion 26, 253–274.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2002 Springer Science+Business Media Dordrecht
About this chapter
Cite this chapter
Grimshaw, R.H.J. (2002). Nonlinear Effects in Wave Scattering and Generation. In: Abrahams, I.D., Martin, P.A., Simon, M.J. (eds) IUTAM Symposium on Diffraction and Scattering in Fluid Mechanics and Elasticity. Fluid Mechanics and Its Applications, vol 68. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-0087-0_3
Download citation
DOI: https://doi.org/10.1007/978-94-017-0087-0_3
Publisher Name: Springer, Dordrecht
Print ISBN: 978-90-481-6010-5
Online ISBN: 978-94-017-0087-0
eBook Packages: Springer Book Archive