Wave-driven hydrodynamics around a saltmarsh cliff under storm conditions: the role of cliff height and vegetation

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
J.R.M. Muller , B.W. Borsje , J.J. van der Werf , D. Dermentzoglou , B. Hofland , A. Antonini , S.J.M.H. Hulscher
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Abstract

Saltmarshes are a promising nature-based alternative for conventional flood protection. However, saltmarshes can erode under storm conditions, whereby the seaward edge of the saltmarsh often forms a vertical cliff. Despite its importance, the effect of storm conditions on erosion at the saltmarsh cliff remains understudied, especially when waves traverse over a cliff. This research investigates the complex flow patterns around a saltmarsh cliff non-intrusively using Particle Image Velocimetry (PIV) conducted through a series of scaled monochromatic wave flume experiments. We adopted realistic foreshore configurations (e.g. cliff heights) and hydraulic loading conditions from the Dutch Wadden Sea. Results show two local near-bed velocity maxima on top of the saltmarsh, created during different wave phases by water depth contraction, wave transmission and interaction between flow and vortices that are shed from the cliff. Under the wave crest, high onshore-directed near-bed velocities were measured at approximately 2.5–4 times the cliff height onshore from the cliff. Under the wave trough, high offshore-directed velocities were found at the marsh edge. Both onshore- and offshore-directed velocities increase with increasing cliff height, larger wave height or lower water depth. Vegetation on top of the marsh reduces both the incoming and outgoing velocities in front of the cliff. Increasing the cliff height resulted in a greater reduction in velocities by the vegetation. These results demonstrate how local near-bed velocity maxima and location are influenced by the presence of a cliff and the interaction with vegetation on top of the saltmarsh. This research highlights the vulnerability of the cliff even during inundation of the cliff and will help to implement saltmarshes as nature-based solutions for flood defence.
风暴条件下盐沼悬崖周围波浪驱动的流体力学:悬崖高度和植被的作用
盐沼是一种很有前途的基于自然的传统防洪替代方案。然而,盐沼在风暴条件下会被侵蚀,因此盐沼的向海边缘经常形成垂直的悬崖。尽管它很重要,但风暴条件对盐沼悬崖侵蚀的影响仍未得到充分研究,特别是当波浪穿过悬崖时。采用粒子图像测速技术(PIV)对盐沼悬崖周围的复杂流场进行了非侵入式研究,并进行了一系列单色波槽实验。我们采用了现实的前海岸配置(例如悬崖高度)和荷兰瓦登海的水力加载条件。结果表明,在不同的波相中,海水深度收缩、波浪传播以及悬崖上的水流与涡的相互作用,在盐沼顶部产生了两个局部近床速度最大值。在波峰下,测量到的高陆上导向近床速度约为悬崖岸上高度的2.5-4倍。在波槽下,沼泽边缘有较高的向海速度。陆上和海上方向的速度都随着悬崖高度、波浪高度或水深的增加而增加。沼泽顶部的植被降低了悬崖前进入和离开的速度。增加悬崖高度导致植被对速度的更大降低。这些结果表明,悬崖的存在以及与盐沼顶部植被的相互作用如何影响局部近床速度最大值和位置。这项研究强调了悬崖的脆弱性,即使在悬崖被淹没的情况下,也将有助于实施盐沼作为基于自然的防洪解决方案。
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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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