WAVE HEIGHT DISTRIBUTION AROUND PERMEABLE BREAKWATERS

Shintaro Hotta

doi:10.9753/icce.v17.12

No. 17 (1980), Conference Proceedings

No. 17 (1980)

WAVE HEIGHT DISTRIBUTION AROUND PERMEABLE BREAKWATERS

Conference Proceedings

Published 1980-01-29

Shintaro Hotta⁺⁻

Shintaro Hotta

Dept. of Civil Engineering, Tokyo Metropolitan University, Setagaya-ku

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Keywords

height distribution
permeable breakwater
breakwater

How to Cite

WAVE HEIGHT DISTRIBUTION AROUND PERMEABLE BREAKWATERS. (1980). Coastal Engineering Proceedings, 1(17), 12. https://doi.org/10.9753/icce.v17.12

Abstract

A phase lag phenomenon in which waves are delayed in transmission through a permeable breakwater was considered in an approximate calculation method using the superposition principle of Sommerfeld. Experimental verifications were carried out for a semi-infinite permeable breakwater. In addition, a field observation of wave height distribution around a small detached breakwater is reported.

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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WAVE HEIGHT DISTRIBUTION AROUND PERMEABLE BREAKWATERS

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