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

No. 21 (1988), Conference Proceedings

No. 21 (1988)

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

Conference Proceedings

https://doi.org/10.9753/icce.v21.180

Published 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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Keywords

obliquely incident waves
wave force
breakwater
curtain wall breakwater

How to Cite

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

Abstract

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.

https://doi.org/10.9753/icce.v21.180

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

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