WAVE BREAKING UNDER STORM CONDITION

Yoshiaki Kawata

doi:10.9753/icce.v24.%p

Núm. 24 (1994), Conference Proceedings

Núm. 24 (1994)

WAVE BREAKING UNDER STORM CONDITION

Conference Proceedings

Publicado 1994-01-29

Yoshiaki Kawata⁺⁻

Yoshiaki Kawata

Disaster Prevention Research Institute, Kyoto University Gokasho

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storm
wave breaking

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WAVE BREAKING UNDER STORM CONDITION. (1994). Coastal Engineering Proceedings, 1(24). https://doi.org/10.9753/icce.v24.%p

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The effects of strong wind on wave breaking were discussed with the field data. At around U =23m/s the maximum wave steepness of 0.034 was obtained. At the wind velocity of more than 23m/s, the wave steepness becomes small once because reformed waves which were already broken at the offshore were measured. This corresponds with the changes of the ratio of wave breaking. The relationship between the mean period of SIWEH and significant wave period was made clear. It was found that pulsating behavior of undertow influences wave breaking in a shallow water.

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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 BREAKING UNDER STORM CONDITION

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