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Experimental study on the wave attenuation performance of a floating breakwater under oblique irregular waves and wave–current interaction conditions

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This experimental study rigorously assesses the wave attenuation capabilities of a floating breakwater, informed by a practical engineering project. Physical model testing systematically analyzed the transmission coefficient (Kt) under oblique irregular wave conditions and wave-current interaction, considering parameters like incident angle, water depth, and current velocity. Results demonstrate satisfactory performance, significantly reducing transmitted wave heights and high wave crests. Relative width proved the dominant factor influencing Kt, accounting for 42.9% of observed variation, providing a quantitative basis for engineering optimization.
Experimental study on the wave attenuation performance of a floating breakwater under oblique irregular waves and wave–current interaction conditions

The ongoing need for robust coastal protection strategies, particularly in the face of accelerating climate change and increasingly severe weather events, makes research into wave attenuation technologies critically important. This recent study, detailing experimental analysis of a floating breakwater’s performance under complex conditions, provides valuable empirical data for engineers and coastal managers. Floating breakwaters offer a compelling alternative to traditional hard structures like seawalls, providing a more environmentally sensitive approach that minimizes disruption to natural habitats and sediment transport — a key consideration as highlighted in Coastal Resilience Through Nature-Based Solutions. The thorough investigation of parameters such as wave incident angle, water depth, steepness, width, and current velocity, all interacting concurrently, moves beyond idealized scenarios and directly addresses the real-world complexities encountered in coastal engineering projects. The focus on a "practical engineering project" further grounds the research in tangible application, increasing its immediate relevance. Understanding the nuanced relationship between these variables and the transmission coefficient (Kt) is essential for optimizing breakwater design and ensuring effective coastal defense.

The study’s findings regarding the relative importance of these parameters are particularly insightful. The dominant influence of relative width on Kt, followed by current velocity and wave angle, underlines the critical importance of careful spatial planning and breakwater configuration. The inflection point observed in the Kt response to relative water depth suggests a threshold beyond which performance degrades significantly, a crucial detail for site-specific design considerations. This contrasts with many earlier models that often simplify these interactions. The observed nonlinear responses to these parameters are also noteworthy, reinforcing the need for sophisticated numerical modeling and validation against physical experiments. Comparing these findings to previous research on breakwater performance, such as the analysis of wave reflection and transmission characteristics detailed in Wave Attenuation Mechanisms of Floating Breakwaters, helps contextualize the current study’s contributions. The inclusion of wave-current interaction is also a significant advancement, recognizing the prevalent conditions in many coastal environments.

Beyond the specific engineering implications, this research contributes to a broader understanding of wave dynamics and the effectiveness of nature-inspired coastal protection measures. The rigorous methodology, employing physical model experiments, provides a high degree of confidence in the results and reinforces the value of empirically validated data. The quantitative basis provided by this study—specifically the breakdown of parameter contributions—allows for more precise optimization and a more informed approach to breakwater layout design. It’s a testament to the power of combining physical modeling with a deep understanding of hydrodynamic principles. The demonstrated “satisfactory wave attenuation performance” under oblique irregular wave conditions is encouraging, suggesting that floating breakwaters can be a viable and effective solution for a range of coastal environments, particularly those facing complex wave patterns and currents. This also supports ongoing efforts to develop integrated coastal zone management strategies, where floating breakwaters can be incorporated alongside other nature-based solutions like mangrove restoration and dune stabilization – as discussed in Integrated Coastal Zone Management: A Global Perspective.

Looking ahead, it would be valuable to see this research expanded to include a wider range of breakwater configurations, materials, and wave climates. Further investigation into the long-term durability and environmental impact of floating breakwaters, particularly under extreme weather conditions, is also warranted. The development of predictive models that incorporate these findings, enabling rapid and cost-effective design optimization, represents a significant opportunity. Perhaps the most pressing question now is how these findings can be translated into scalable solutions for vulnerable coastal communities globally, particularly in regions facing the most acute impacts of climate change and sea-level rise. Integrating these data-driven insights into adaptive coastal management strategies will be essential to safeguard coastal infrastructure and livelihoods in the decades to come.

This study employed physical model experiments based on a practical engineering project to investigate the wave attenuation performance of a floating breakwater under oblique irregular wave and wave–current interaction conditions. The effects of key controlling parameters, including wave incident angle, relative water depth, wave steepness, relative width, and relative current velocity, on the transmission coefficient (Kt) were systematically analyzed. The results indicate that the floating breakwater used in this engineering project exhibits satisfactory wave attenuation performance under oblique irregular wave conditions, with both transmitted wave heights and the occurrence probability of high wave crest events on the lee side being significantly reduced. The transmission coefficient Kt exhibits pronounced nonlinear responses to the governing parameters. As the relative water depth increases, Kt shows an overall increasing trend, with an inflection point occurring at a relative water depth of 4.5, beyond which the growth rate increases markedly. With increasing wave steepness, Kt rises significantly. In contrast, increasing relative width leads to a pronounced reduction in Kt, with an accelerated decreasing trend. Meanwhile, Kt generally decreases with increasing wave incident angle, and the most favorable wave attenuation performance is observed under the 45°condition. Under wave–current interaction, Kt exhibits an overall decreasing trend with increasing relative current velocity. Relative contribution analysis based on the investigated experimental parameter ranges reveals that relative width is the dominant controlling factor, contributing 42.9% to the variation in Kt, followed by relative current velocity and wave incident angle, whereas relative water depth has the smallest influence. This study elucidates the dominant control mechanisms and governing factors affecting the wave attenuation performance of floating breakwaters under oblique irregular wave and wave–current interaction conditions through physical model experiments, and provides a quantitative basis for parameter optimization and layout design in practical engineering applications.

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#Floating Breakwater#Wave Attenuation#Irregular Waves#Wave-Current Interaction#Transmission Coefficient (Kt)#Relative Width#Wave Incident Angle#Relative Water Depth#Wave Steepness#Relative Current Velocity#Physical Model Experiments#Controlling Parameters#Oblique Waves#Lee Side#Nonlinear Responses#Wave Heights#Wave Crests#Parameter Optimization#Layout Design#Engineering Applications