WAVE FIELD BEHIND THE PERMEABLE DETACHED BREAKWATER

Shan-Hwei Ou; Shiaw-Yih Tzang; Tai-Wen Hsu

doi:10.9753/icce.v21.8

No. 21 (1988), Conference Proceedings

No. 21 (1988)

WAVE FIELD BEHIND THE PERMEABLE DETACHED BREAKWATER

Conference Proceedings

https://doi.org/10.9753/icce.v21.8

Published 1988-01-29

Shan-Hwei Ou⁺⁻
Shiaw-Yih Tzang⁺⁻
Tai-Wen Hsu⁺⁻

Shan-Hwei Ou

Department of Hydraulics & Ocean Engineering, National Cheng Rung Univ.

Shiaw-Yih Tzang

Department of Hydraulics & Ocean Engineering, National Cheng Rung Univ.

Tai-Wen Hsu

Department of Hydraulics & Ocean Engineering, National Cheng Rung Univ.

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Keywords

wave field
breakwater
detached breakwater
permeable breakwater

How to Cite

Ou, S.-H., Tzang, S.-Y., & Hsu, T.-W. (1988). WAVE FIELD BEHIND THE PERMEABLE DETACHED BREAKWATER. Coastal Engineering Proceedings, 1(21), 8. https://doi.org/10.9753/icce.v21.8

Abstract

Based on the concept of linear superposition, the model for combined wave refraction and diffraction developed by Liu et al. is extended to the situation of permeable detached breakwaters in a slowly varying water depth. Two cases are investigated which include a semi-infinite permeable breakwater and a single permeable breakwater. Laboratory results with a particular transmission coefficient in a wave basin are used to compare with the theoretical results. Fair agreements are found.

https://doi.org/10.9753/icce.v21.8

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WAVE FIELD BEHIND THE PERMEABLE DETACHED BREAKWATER

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