波浪对垂直悬崖的影响:来自实验室实验和实地观察的见解

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Yaxiong Shen , Colin N. Whittaker , Catriona F. Thompson , Alison C. Raby , Adam P. Young , Mark E. Dickson
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引用次数: 0

摘要

许多工程和天然海岸结构经常受到海浪冲击的破坏。受海浪对海岸悬崖影响的实地观测的启发,我们进行了受控的物理实验,同步测量海浪特性及其对代表悬崖的垂直结构的影响。利用聚焦波群进行的实验室实验表明,在所研究的情景中,较大的冲击发生在相对较窄的相位范围内(- 30°至35°),覆盖了整个相位范围的20%。我们的不规则波浪实验表明,约30%的波浪在悬崖表面或悬崖附近破碎,尽管并非所有这些破碎的波浪都会造成很大的影响。不规则波试验由于调幅会产生较大的冲击。相比之下,缺乏这种调制,常规波浪试验不会产生类似的大影响。使用相同方法重新分析现场数据证实,给定水深的中间波高值(以及给定波高的中间水深值)产生最大的破浪冲击和最高的地面运动。此外,我们分析了大振动的平均形状以及在实验室和现场环境中产生相关影响的波。研究结果表明,平均而言,近海波浪剖面对于大型撞击几乎是相同的。然而,由此产生的地面运动在震级上仍然表现出很大的变化。这些发现强调了海浪对海岸悬崖影响的复杂性,并表明海平面上升可以改变影响机制,可能加剧或减轻随后的海岸侵蚀。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Wave impacts on vertical cliffs: Insights from laboratory experiments and field observations
Many engineered and natural coastal structures suffer frequent damage from wave impacts. Motivated by field observations of wave impacts on coastal cliffs, we undertake controlled physical experiments with synchronised measurements of wave properties and their impacts on a vertical structure representing a cliff. Laboratory experiments using focused wave groups show that, in the investigated scenarios, large impacts occur within a relatively narrow phase range (30° to 35°), covering 20% of the full phase range. Our irregular wave experiments indicate that 30% of waves break onto or near the cliff face, although not all these breaking waves result in large impacts. Irregular wave tests can produce large impacts due to amplitude modulation. In contrast, lacking this modulation, regular wave tests did not generate similarly large impacts. Reanalysis of field data using the same methodology confirms that intermediate values of wave heights at a given water depth (and intermediate values of water depths at a given wave height) produce the most breaking wave impacts and the highest ground motions. Additionally, we analyse the average shapes of large vibrations and the waves generating the associated impacts in both laboratory and field settings. The findings show that, on average, the offshore wave profiles are nearly identical for large impacts. However, the resulting ground motions still exhibit substantial variability in magnitude. These findings underscore the complexity of wave impacts on coastal cliffs and suggest that sea-level rise can shift impact regimes, potentially either exacerbating or mitigating subsequent coastal erosion.
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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