Effects of mooring configuration on wave attenuation of an arc-plate dual-pontoon floating breakwater

This study presents an arc-plate dual-pontoon floating breakwater and assesses its wave attenuation performance via wave flume experiments using catenary mooring and vertical guide pile configurations. Conducted at a 1:14 model-to-prototype scale with wave heights 6–18 cm and periods 0.78–1.60 s, the tests show that overtopping is avoided when HAP/Hs ≥ 1.4, while peak attenuation occurs at HAP/Hs ≈ 0.82 with minimal transmission. At WAP/L ≈ 0.34, energy dissipation occurs primarily through wave breaking and turbulence, yielding Kt = 0.48, indicating effective short-wave reduction (periods < 1.0 s). Switching to a vertical guide pile configuration enhanced wave reflection, increasing the reflection coefficient (Kr) by 2.34 times under 50-year return period conditions, although Kt remained largely unchanged. These results inform the optimization of floating breakwater designs for integration with offshore photovoltaic systems, offering a cost-effective, eco-friendly alternative to fixed breakwaters in deep water. The arc-plate dual-pontoon design advances wave energy management, supporting sustainable offshore renewable energy deployment.

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Publication Details

Journal
AIP Advances
Published
2025-12-01
DOI
https://doi.org/10.1063/5.0304153
Primary Topic
Wave and Wind Energy Systems
Type
article
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article

Effects of mooring configuration on wave attenuation of an arc-plate dual-pontoon floating breakwater

Zheming Cao, Zhantao Li, Chenxi Jiang, Cuiping Wang et al.
AIP Advances
Wave and Wind Energy Systems
article

Effects of mooring configuration on wave attenuation of an arc-plate dual-pontoon floating breakwater

Zheming Cao, Zhantao Li, Chenxi Jiang, Cuiping Wang, Wei Wei
article en

Abstract

This study presents an arc-plate dual-pontoon floating breakwater and assesses its wave attenuation performance via wave flume experiments using catenary mooring and vertical guide pile configurations. Conducted at a 1:14 model-to-prototype scale with wave heights 6–18 cm and periods 0.78–1.60 s, the tests show that overtopping is avoided when HAP/Hs ≥ 1.4, while peak attenuation occurs at HAP/Hs ≈ 0.82 with minimal transmission. At WAP/L ≈ 0.34, energy dissipation occurs primarily through wave breaking and turbulence, yielding Kt = 0.48, indicating effective short-wave reduction (periods < 1.0 s). Switching to a vertical guide pile configuration enhanced wave reflection, increasing the reflection coefficient (Kr) by 2.34 times under 50-year return period conditions, although Kt remained largely unchanged. These results inform the optimization of floating breakwater designs for integration with offshore photovoltaic systems, offering a cost-effective, eco-friendly alternative to fixed breakwaters in deep water. The arc-plate dual-pontoon design advances wave energy management, supporting sustainable offshore renewable energy deployment.

AIP AdvancesVol. 15(12)
Dongfang Electric Corporation (China) (CN), Shengli Oilfield Central Hospital (CN)
Openalex Percentile: Top 52%
Wave and Wind Energy Systems
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