Hostname: page-component-848d4c4894-v5vhk Total loading time: 0 Render date: 2024-06-26T15:03:03.852Z Has data issue: false hasContentIssue false
  • English
  • Français

On the oscillations of harbours of arbitrary shape

Published online by Cambridge University Press:  29 March 2006

Li-San Hwang  and
Ernest O. Tuck
Li-San Hwang
Affiliation:
Tetra Tech, Incorporated, Pasadena, California, U.S.A.
Ernest O. Tuck
Affiliation:
University of Adelaide, Adelaide, Australia
Get access Rights & Permissions [Opens in a new window]

Abstract

A theory is developed for calculating oscillations of harbours of constant depth and arbitrary shape. This theory is based on the solution of a singular integral equation. Numerical results have been calculated for rectangular harbours so as to check the accuracy of the method. Examples for wave amplification factor and velocity field for both rectangular and actual complex-shaped harbours are given.

Type
Research Article
Information
Journal of Fluid Mechanics , Volume 42 , Issue 3 , 9 July 1970 , pp. 447 - 464
Copyright
© 1970 Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Biesel, F. & Le Méhauté, B. 1955 Etude theorique de la reflexion de la houle sur certains obstacles. La Houille Blanche, pp. 130–140.Google Scholar
Biesel, F. & Le Méhauté, B. 1956 Mouvements de resonance a deux dimensions dans une enceinte sous l'action d'ondes incidentes. La Houille Blanche, pp. 348–374.Google Scholar
Ippen, A. T. & Goda, Y. 1963 Wave induced oscillations in harbours: The solution for a rectangular harbour connected to the open sea. Hydro Lab., Mass. Inst. of Tech.Google Scholar
Kravtchenko, J. & McNown, J. S. 1955 Seiche in rectangular ports. Quart. Appl. Math. 13, 19–26.Google Scholar
Leendertse, Jan J. 1967 Aspects of a computational model for long period water-wave propagation. Rand Co. Report no. RM-5294-PR.Google Scholar
Le Méhauté, B. 1960 Periodical gravity wave on a discontinuity. J. Hydraulics Div. ASCE, pp. 11–41.Google Scholar
Le Méhauté, B. 1961 Theory of wave agitation in a harbour. J. Hydraulics Div. ASCE, no. 2765.Google Scholar
Loomis, H. 1966 Some numerical hydrodynamics for Hilo harbour, Hawaii. Institute of Geophysics, University of Hawaii.Google Scholar
Mcnown, J. S. 1952 Waves and Seiche in idealized ports. Gravity Waves Symposium, National Bureau of Standards, Circular 521.Google Scholar
Miles, J. & Munk, W. 1961 Harbour paradox. Journal of Waterways and Harbours Division, ASCE, no. 2888.Google Scholar
Stoker, J. J. 1963 Water Waves. New York: Interscience.
Wilson, B. W., Hendrickson, J. A. & Kilmer, R. E. 1965 Feasibility study for surge-action model of Monterey harbour, California. U.S. Army Engineers, WES, Corps of Engineers.Google Scholar