WAVE FORCE ON A CURTAIN-WALL-TYPE BREAKWATER DUE TO OBLIQUELY INCIDENT WAVES

Tsunehiro Sekimoto; Kosuke Kondo; Tetsunori Ohshimo

doi:10.9753/icce.v21.180

Núm. 21 (1988), Conference Proceedings

Núm. 21 (1988)

WAVE FORCE ON A CURTAIN-WALL-TYPE BREAKWATER DUE TO OBLIQUELY INCIDENT WAVES

Conference Proceedings

Publicado 1988-01-29

Tsunehiro Sekimoto⁺⁻
Kosuke Kondo⁺⁻
Tetsunori Ohshimo⁺⁻

Tsunehiro Sekimoto

Design and Engineering Department, Penta-Ocean Construction Co., Ltd.

Kosuke Kondo

Design and Engineering Department, Penta-Ocean Construction Co., Ltd.

Tetsunori Ohshimo

Design and Engineering Department, Penta-Ocean Construction Co., Ltd.

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obliquely incident waves
wave force
breakwater
curtain wall breakwater

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WAVE FORCE ON A CURTAIN-WALL-TYPE BREAKWATER DUE TO OBLIQUELY INCIDENT WAVES. (1988). Coastal Engineering Proceedings, 1(21), 180. https://doi.org/10.9753/icce.v21.180

Resumen

Assessment of the characteristics of the wave force on the curtain-wall-type breakwater, due to obliquely incident waves, was conducted through numerical calculation, laboratory and field experiments. In the numerical calculations, the Boundary Integral Equation Method (BIEM) for obliquely incident waves was used. From the results of calculation and laboratory experiment, design graphs for estimating design wave force were established and the validity of the diagrams was verified through comparison with the results of laboratory and field experiments.

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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 FORCE ON A CURTAIN-WALL-TYPE BREAKWATER DUE TO OBLIQUELY INCIDENT WAVES

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