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Normal modes of a rectangular tank with corrugated bottom

Published online by Cambridge University Press:  23 November 2007

LOUIS N. HOWARD
Affiliation:
Department of Mathematics, Massachusetts Institute of Technology, Cambridge, MA 02139, USA
JIE YU
Affiliation:
School of Mechanical, Aerospace and Civil Engineering, The University of Manchester, Manchester M60 1QD, UK

Abstract

We study some effects of regular bottom corrugations on water waves in a long rectangular tank with vertical endwalls and open top. In particular, we consider motions which are normal modes of oscillation in such a tank. Attention is focused on the modes whose internodal spacing, in the absence of corrugations, would be near the wavelength of the corrugations. In these cases, the perturbation of the eigenfunctions (though not of their frequencies) can be significant, e.g. the amplitude of the eigenfunction can be greater by a factor of ten or more near one end of the tank than at the other end. This is due to a cooperative effect of the corrugations, called Bragg resonance. We first study these effects using an asymptotic theory, which assumes that the bottom corrugations are of small amplitude and that the motions are slowly varying everywhere. We then present an exact theory, utilizing continued fractions. This allows us to deal with the rapidly varying components of the flow. The exact theory confirms the essential correctness of the asymptotic results for the slowly varying aspects of the motions. The rapidly varying parts (evanescent waves) are, however, needed to satisfy accurately the true boundary conditions, hence of importance to the flow near the endwalls.

Type
Papers
Copyright
Copyright © Cambridge University Press 2007

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References

REFERENCES

Baillard, J. A., DeVries, J. W., Kirby, J. T. & Guza, R. T. 1990 Bragg reflection breakwater: A new shore protection method? In Proc. 22nd Intl Conference on Coastal Engineering, Delft, pp. 757768. ASCE.Google Scholar
Baillard, J. A., DeVries, J. W. & Kirby, J. T. 1992 Considerations in using Bragg reflection for storm erosion protection. J. Waterway Port Coastal Ocean Engng 118, 6274.CrossRefGoogle Scholar
Benjamin, T. B., Boczar-Karakiewicz, B. & Pritchard, W. G. 1987 Reflection of water waves in a channel with a corrugated bed. J. Fluid Mech. 185, 249274.CrossRefGoogle Scholar
Colwell, P. 1993 Solving Kepler's Equation Over Three Centuries. Willmann-Bell.Google Scholar
Lamb, H. 1932 Hydrodynamics, 6th edn. Cambridge University Press.Google Scholar
Markley, F. L. 1996 Kepler equation solver. Celest. Mech. Dynam. Astron. 63, 101111.CrossRefGoogle Scholar
Mei, C. C. 1985 Resonant reflection of surface waves by periodic sandbars. J. Fluid Mech. 152, 315337.CrossRefGoogle Scholar
Mei, C. C., Hara, T. & Yu, J. 2001 Longshore bars and Bragg resonance. Chapter 20 in Geomorphological Fluid Dynamics (ed. Balmforth, N. & Provenzale, A.). Lecture Notes in Physics, vol. 582. Springer.Google Scholar
Struik, D. J. 1991 Yankee Science in the Making. Dover (reprint of revised edition published by Collier Books, New York, 1962).Google Scholar
Yu, J. & Mei, C. C. 2000 a Do longshore bars shelter the shore? J. Fluid Mech. 404, 251270.CrossRefGoogle Scholar
Yu, J. & Mei, C. C. 2000 b Formation of sand bars under surface waves. J. Fluid Mech. 416, 315348.CrossRefGoogle Scholar