Hostname: page-component-84b7d79bbc-g7rbq Total loading time: 0 Render date: 2024-07-26T06:49:53.749Z Has data issue: false hasContentIssue false

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

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

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