Effect of open-area ratios on wave attenuation over a submerged reef breakwater: An experimental study

Wei Xing, Cuiping Kuang*, Hongyi Li*, Jilong Chen, Lianqiang Shi, Qingping Zou*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

2 Citations (Scopus)
34 Downloads (Pure)

Abstract

The reef-type submerged breakwater (RSB) has been implemented around the world to provide coastal protection and natural shelter and habitat for marine species at the same time. A series of laboratory experiments are conducted in a wave flume to study wave propagation and transmission over RSBs with the four open-area ratios of 0.047, 0.131, 0.257, and 0.560. The experimental results demonstrate that the RSB significantly alters the wave propagation characteristics. The RSBs with the open-area ratio of 0.047 and 0.131 reduce the wave height to ∼70%. The RSBs with the open-area ratio of 0.047 and 0.131 perform better in attenuating than those with the open-area ratio of 0.257, and 0.560. As the open-area ratio decreases, the transmission coefficient decreases, while the dissipation coefficient increases. An empirical formula is proposed to calculate the wave transmission coefficient as a function of the RSB open-area ratio and wave steepness under regular waves. A cubic empirical formula with one unknown is also proposed to relate the distance from RSB stoss face to wave breaking point and the open-area ratio. The present study is expected to optimize RSB design for coastal protection.

Original languageEnglish
Article number119221
JournalOcean Engineering
Volume312
Issue numberPart 2
Early online date12 Sept 2024
DOIs
Publication statusPublished - 15 Nov 2024

Keywords

  • Open-area ratios
  • Submerged reef breakwater
  • Wave reflection
  • Wave transmission coefficient

ASJC Scopus subject areas

  • Environmental Engineering
  • Ocean Engineering

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