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Ring waves on the surface of shear flows: a linear and nonlinear theory

Published online by Cambridge University Press:  26 April 2006

R. S. Johnson
Affiliation:
Department of Mathematics and Statistics, The University, Newcastle upon Tyne, NE1 7RU, UK

Abstract

A theory is presented which describes the propagation of a ring wave on the surface of a flow which moves with some prescribed velocity profile. The problem is formulated in suitable far-field variables (which give the concentric KdV equation for a stationary flow), but allowance is made for the fact that the wavefront is no longer circular. The leading order of this small-amplitude long-wave theory reduces to a generalized Burns condition which is used to determine the shape of the wavefront. This condition is written as \[ (h^2+h^{\prime 2}\int^1_2dz/[F(z, \theta)]^2=1, \] where F(z, θ) = -1 + {U(z) − c} (h cos θ − h′ sin θ), U(z) is the velocity profile, c is a parameter and the local characteristic coordinate for the wave is ξ = rh(θ) − t. (The Burns condition is interpreted in terms of the finite part of the integral in order to allow the possibility of a critical layer where F(zc, θ) = 0, 0 < zc < 1.) The wavefront is represented by r = constant /h(θ). A model boundary-layer profile, which gives rise to a critical-layer solution, is chosen for U(z). The role of this critical-layer solution, and the general question of upstream propagation, is then examined by constructing a wavefront which is continuous from the downstream to the upstream side. Solutions are presented which demonstrate that a critical layer never appears and so upstream propagation is necessary. These solutions (for various values of surface speed and boundary-layer thickness) are one branch of what we might term the singular solution of the differential equation for h(θ). The other branch corresponds to a solution which has a critical layer for all θ, which would seem to be unphysical since this solution is not an outward propagating ring wave.

At the next order we obtain the equation which describes the dominant contribution to the surface wave, in this approximation. The equation is a new form of Korteweg–de Vries equation; the novel feature is the dependence on the polar angle, θ. This equation is not analysed in any detail here, but the connection with plane waves over a shear flow, and with concentric waves in the absence of shear, is made.

Type
Research Article
Copyright
© 1990 Cambridge University Press

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References

Benjamin, T. B. 1957 Wave formation in the laminar flow down an inclined plane. J. Fluid Mech. 2, 554574.Google Scholar
Benjamin, T. B. 1962 The solitary wave on a stream with an arbitrary distribution of vorticity. J. Fluid Mech. 12, 97116.Google Scholar
Benney, D. J. & Bergeron, R. F. 1969 A new class of nonlinear waves in parallel flows. Stud. Appl. Maths 48, 181204.Google Scholar
Burns, J. C. 1953 Long waves in running water. Proc. Camb. Phil. Soc. 49, 695706.Google Scholar
Calogero, F. & Degasperis, A. 1978 Solution by the spectral transform method of a nonlinear evolution equation including as a special case the cylindrical KdV equation. Lett. Nuovo Cim. 23, 150154.Google Scholar
Crapper, G. D. 1984 Introduction to Water Waves. Chichester: Horwood.
Drazin, P. G. & Johnson, R. S. 1989 Solitons: an Introduction. Cambridge University Press.
Freeman, N. C. & Johnson, R. S. 1970 Shallow water waves on shear flows. J. Fluid Mech. 42, 401409.Google Scholar
Johnson, R. S. 1980 Water waves and Korteweg—de Vries equations. J. Fluid Mech. 97, 701719.Google Scholar
Johnson, R. S. 1986 On the nonlinear critical layer below a nonlinear unsteady surface wave. J. Fluid Mech. 167, 327351.Google Scholar
Johnson, R. S. 1990 A note on the Burns condition (which determines the speed of propagation of linear long waves on a shear flow). In preparation.
Lin, C. C. 1955 The Theory of Hydrodynamic Stability. Cambridge University Press.
Peregrine, D. H. 1976 Interaction of water waves and currents. Adv. Appl. Mech. 16, 1117.Google Scholar
Stoker, J. J. 1957 Water Waves. Wiley Interscience.
Teles da Silva, A. F. & Peregrine, D. H. 1988 Steep, steady surface waves on water of finite depth with constant vorticity. J. Fluid Mech. 195, 281302.Google Scholar
Thompson, P. D. 1944 The propagation of small surface disturbances through rotational flow. Ann. NY Acad. Sci. 51, 463474.Google Scholar
Velthuizen, H. G. M. & Wijngaarden, L. van. 1969 Gravity waves over a non-uniform flow. J. Fluid Mech. 39, 817829.Google Scholar
Yih, C. S. 1972 Surface waves in flowing water. J. Fluid Mech. 51, 209220.Google Scholar