Mathematical aspects of trapping modes in the theory of surface waves

Author:

Ursell F.

Abstract

A horizontal canal of infinite length and of constant width and depth contains inviscid fluid under gravity. The fluid is bounded internally by a submerged horizontal cylinder which extends right across the canal and has its generators normal to the sidewalls. Suppose that the fluid is set in motion by a surface pressure varying across the canal, then some of the energy is radiated to infinity while some of the energy is trapped in characteristic modes (bound states) near the cylinder. The existence of trapping modes in special cases was shown by Stokes (1846) and Ursell (1951); a general treatment, given by Jones (1953), is based on the theory of elliptic partial differential equations in unbounded domains. In the present paper a much simpler treatment is given which uses only the theory of bounded symmetric linear operators together with Kelvin's minimum-energy theorem of classical hydrodynamics.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference13 articles.

1. Lamb, H. 1932 Hydrodynamics,6th edn. Cambridge University Press.

2. Courant, R. & Hilbert, D. 1931 Methoden der Mathematischen Physik,vol. 1, 2nd edn. Springer.

3. Stokes, G. C. 1846 Report on recent researches in hydrodynamics. Brit. Assn Rep.

4. McIver, P. & Evans, D. V. 1985 The trapping of surface waves above a submerged, horizontal cylinder.J. Fluid Mech. 151,243–255.

5. Riesz, F. & Sz-Nagy, B. 1952 Leçons d' Analyse Fonctionelle.Budapest:Hungarian Academy of Sciences.

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