A semi-empirical formula of beach slope on flat lower platforms

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-03-18 DOI:10.1016/j.coastaleng.2024.104506
Ivana M. Mingo , Laurent Lacaze , Rafael Almar
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Abstract

The beach slope β is a key component characterizing the coastal response to wave forcing. Here we investigate the rapid adaptation of the upper beach slope to a given wave forcing, for the case of a lower flat platform. Such types of morphology are found on coral and rocky reef beaches and low tide terrace environments. The influence of the lower platform on this rapid equilibrium beach state is shown to be significant depending on the breaking wave regime. In particular, the width of the platform and its water level can affect the wave dissipation along the inner surf and thus the wave structure entering the swash. This paper provides a classification of the beach slope equilibrium values as a function of the Dean number on a short time scale (individual wave action), based on both offshore and swash wave conditions. A decreasing trend of the beach slope with increasing offshore Dean number (Ω0) is found for Ω02.7. For Ω02.7 it is observed that the beach slope gradient is strongly controlled by the surf zone dissipation and it becomes necessary to define the swash Dean number (Ωsw) to classify the slope. Finally, a semi-empirical formula for the beach slope evolution in the case of a low tide platform is introduced and tested on two natural low-tide terrace beaches.

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下部平坦平台上沙滩坡度的半经验公式
海滩坡度 β 是表征海岸对波浪冲击响应的一个关键要素。在这里,我们研究了在下部平坦平台的情况下,上部海滩坡度对特定波浪作用力的快速适应。这种形态在珊瑚礁和岩礁海滩以及低潮阶地环境中均有发现。下部平台对这种快速平衡海滩状态的影响很大,这取决于破浪机制。特别是,平台的宽度及其水位会影响沿内冲浪的波浪消散,从而影响进入斜冲的波浪结构。本文根据离岸波浪和斜面波浪条件,对短时间尺度(单个波浪作用)上作为迪安数函数的海滩坡度平衡值进行了分类。Ω0≲2.7时,海滩坡度随离岸迪安数(Ω0)的增加呈下降趋势。当Ω0≲2.7 时,可以观察到海滩坡度受到冲浪区消散的强烈控制,因此有必要定义冲浪迪恩数(Ωsw)来对坡度进行分类。最后,介绍了低潮平台情况下海滩坡度演变的半经验公式,并在两个天然低潮平台海滩上进行了测试。
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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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