Research Article
Aug 1975

Effect of Structures on Irregular Waves Compared to Regular Waves

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Publication: Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 101, Issue 3

Abstract

The transfer functions of two different types of structures were determined from measurements of incident and transmitted wave characteristics.The two structures, which consist of a fixed barrier and of A-shape floating breakwater, were submitted to the attack of irregular wave trains mechanically generated by a programming device. The effect of structures on waves were compared from the simulation of four types of wave spectra. Test conditions for the structures were also made variable by changing the depth of immersion and by varying the distance between the cylinders for the floating breakwater. Results indicate that under corresponding conditions the fixed barrier is more efficient to stop waves; however results for the floating A frame are less dispersive. These results were then compared to those obtained by subjecting the given structures to regular wave attack.

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Published In

Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 101Issue 3August 1975
Pages: 231 - 246

History

Published in print: Aug 1975
Published online: Feb 12, 2021

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Yvon Ouellet
Asst. Prof., Dept. of Civ. Engrg., Laval Univ., Quebec, Canada
Yvon Morin
Civ. Engr., Lalonde & Valois, Assoc. Consulting Engrs., Montreal, Canada; formerly, Grad. Student, Dept. of Civ. Engrg., Laval Univ., Quebec, Canada

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