Propagation of obliquely incident water waves over a trench

Author:

Kirby James T.,Dalrymple Robert A.

Abstract

The diffraction of obliquely incident surface waves by an asymmetric trench is investigated using linearized potential theory. A numerical solution is constructed by matching particular solutions for each subregion of constant depth along vertical boundaries; the resulting matrix equation is solved numerically. Several cases where the trench-parallel wavenumber component in the incident-wave region exceeds the wavenumber for freely propagating waves in the trench are investigated and are found to result in large reductions in wave transmission; however, reflection is not total owing to the finiteness of the obstacle.Results for one case are compared with data obtained from a small-scale wave-tank experiment. An approximate solution based on plane-wave modes is derived and compared with the numerical solution and, in the long-wave limit, with a previous analytic solution.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference16 articles.

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2. Takano, K. 1960 Effets d'un obstacle parallélépipédique sur la propagation de la houle Houille Blanche 15,247–267.

3. Lassiter, J. B. 1972 The propagation of water waves over sediment pockets. Ph.D. thesis,Massachusetts Institute of Technology.

4. Lee, J.-J. & Ayer, R. M. 1981 Wave propagation over a rectangular trench J. Fluid Mech. 110,335–347.

5. Bartholomeusz, E. F. 1958 The reflexion of long waves at a step Proc. Camb. Phil. Soc. 54,106–118.

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