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Active water-wave absorbers

Published online by Cambridge University Press:  29 March 2006

Jerome H. Milgram
Affiliation:
Massachusetts Institute of Technology

Abstract

The problem considered is that of absorbing two-dimensional water waves in a channel by means of a moving termination at the end of the channel. The problem is formulated for a semi-infinite channel and solutions are determined according to a linearized theory. The motion of the termination that is needed for absorption is determined in the form of a linear operation on the measured surface elevation at a fixed point in the channel so a self-actuating wave-absorbing system can be devised. A theoretical method of studying the stability of such a system is presented. A system of this type was built and experiments with it are described. Wave absorption is demonstrated both for monochromatic waves and for wave pulses. The absorption of a wave pulse is compared with the absorption of the same pulse by a fixed beach making a ten degree angle with the horizontal direction.

Type
Research Article
Copyright
© 1970 Cambridge University Press

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References

Havelock, T. H. 1929 Forced surface waves on water. Phil. Mag. 8, 569576.Google Scholar
Milgram, J. H. 1965 Compliant water-wave absorbers. M.I.T. Department of Naval Architecture and Marine Engineering Report no. 65–13.
Nyquist, H. 1932 Regeneration theory. Bell Syst. Tech. J. 11, 126147.Google Scholar
Ursell, F., Dean, R. & Yu, Y. 1960 Forced small amplitude water waves; a comparison of theory and experiment. J. Fluid Mech. 7, 3352.Google Scholar