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- W628265701 abstract "Harbour oscillations, caused by sea incident waves, are a very important subject and a great number of papers has appeared in the literature. A recent efficient numerical technique to face this problem is the boundary element method (BEM) that enables the differential Helmholtz equation to be transformed into a boundary integral one. The Helmholtz equation is valid only when constant depth is considered while in most practical cases this assumption is not verified even though depth variation is not very high. The paper presents a simple procedure to solve the refraction-diffraction of monochromatic water waves in variable depth applied to the Italian harbour of Pesaro. This is obtained by combining BEM and perturbation method. The solution of the problem in variable depth is considered as a perturbation of the solution of the problem in constant depth. The procedure makes it possible to solve this kind of problem very simply, whenever the maximum depth variation is not very high." @default.
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- W628265701 date "1988-01-01" @default.
- W628265701 modified "2023-09-27" @default.
- W628265701 title "RESPONSE OF A VARIABLE DEPTH HARBOUR COMBINING BEM AND PERTURBATION" @default.
- W628265701 hasPublicationYear "1988" @default.
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