BREAKING LIMIT, BREAKING AND POST-BREAKING WAVE DEFORMATION DUE TO SUBMERGED STRUCTURES

Koichiro Iwata; Koji Kawasaki; Do-Sam Kim

doi:10.9753/icce.v25.%p

Núm. 25 (1996), Conference Proceedings

Núm. 25 (1996)

BREAKING LIMIT, BREAKING AND POST-BREAKING WAVE DEFORMATION DUE TO SUBMERGED STRUCTURES

Conference Proceedings

Publicado 1996-01-29

Koichiro Iwata⁺⁻
Koji Kawasaki⁺⁻
Do-Sam Kim⁺⁻

Koichiro Iwata

Dept. of Civil Eng., Nagoya Univ.

Koji Kawasaki

Dept. of Civil Eng., Nagoya Univ.

Do-Sam Kim

Dept. of Ocean Eng., Korea Maritime Univ.

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Palabras clave

breaking limit
wave breaking
post-breaking
wave deformation
submerged structure

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BREAKING LIMIT, BREAKING AND POST-BREAKING WAVE DEFORMATION DUE TO SUBMERGED STRUCTURES. (1996). Coastal Engineering Proceedings, 1(25). https://doi.org/10.9753/icce.v25.%p

Resumen

The aim of this paper is to investigate experimentally and numerically the breaking limit, breaking and post-breaking wave deformation due to three different types of submerged structures such as bottom-seated, non-bottomseated fixed and tautly-moored structures. Based on laboratory experiments, the breaking limits have been formulated for three different types of the submerged structures. Moreover, a modified SOLA-VOF method with the nonreflective wave generation method has been proposed and found to be very effective in evaluating the wave breaking process and post-breaking wave characteristics.

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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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BREAKING LIMIT, BREAKING AND POST-BREAKING WAVE DEFORMATION DUE TO SUBMERGED STRUCTURES

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