On the oscillations of harbours of arbitrary shape-Reference-Cited by-同舟云学术

On the oscillations of harbours of arbitrary shape

Published:1970-07-09 Issue:3 Volume:42 Page:447-464
ISSN:0022-1120
Container-title:Journal of Fluid Mechanics
language:en
Short-container-title:J. Fluid Mech.

Author:

Hwang Li-San,Tuck Ernest O.

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.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference12 articles.

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2. Miles, J. & Munk, W. 1961 Harbour paradox.Journal of Waterways and Harbours Division, ASCE, no. 2888.

3. Mcnown, J. S. 1952 Waves and Seiche in idealized ports.Gravity Waves Symposium, National Bureau of Standards, Circular521.

4. Loomis, H. 1966 Some numerical hydrodynamics for Hilo harbour, Hawaii.Institute of Geophysics, University of Hawaii.

5. 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.

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