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The Quarterly Journal of Mechanics and Applied Mathematics 2000 53(3):375-391; doi:10.1093/qjmam/53.3.375
© 2000 by Oxford University Press
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Wave diffraction through a perforated breakwater

N. R. T. BIGGS1, D. PORTER2 and D. S. G. STIRLING2

( 1 Department of Mathematics, Keele University, Keele, Staffordshire ST5 5BG 2 Department of Mathematics, University of Reading, PO Box 220, Whiteknights, Reading RG6 7AX )

Linear theory is used to examine the diffraction of surface water waves through an arbitrary arrangement of gaps in an infinite, straight breakwater standing in water of uniform quiescent depth. The governing boundary-value problem is reduced to an integral equation posed on the union of the gaps, for which a number of embedding formulae are derived. These formulae allow the solution of the diffraction problem for any incident wave angle to be expressed explicitly in terms of its solutions for 2Ndistinct incident angles, for example, where Nis the number of gaps. If the breakwater arrangement is symmetric, solutions for only Ndistinct incident angles are required to generate the solution for any other angle. Numerical solutions of the integral equation, obtained by a variational method, confirm that computational saving obtained by the embedding approach is considerable. The techniques described may be applied to a range of similar problems.


Received 8 September, 1999. Revised 28 November, 1999.


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