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Field-based decadal wave attenuating capacity of combined tidal flats and salt marshes

机译:潮滩和盐沼​​组合的场基年代际波衰减能力

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摘要

Foreshores consisting of both bare tidal flats and vegetated salt marshes are found worldwide and they are well studied for their wave attenuating capacity. However, most studies only focus on the small scale: just some isolated locations in space and only up to several years in time. In order to stimulate the implementation of foreshores serving as reliable coastal defense on a large scale, we need to quantify the decadal wave attenuating capacity of the foreshore on the scale of an estuary. To study this, a unique bathymetrical dataset is analyzed, covering the geometry of the Westerschelde estuary (The Netherlands) over a time-span of 65 years. From this dataset, six study sites were extracted (both sheltered sites and exposed sites to the prevailing wind direction) and divided into transects. This resulted in 36 transects covering the entire foreshore (composed of the bare tidal flat and the vegetated salt marsh). The wave attenuation of all transects under daily conditions (with and without vegetation) and design conditions (i.e. events statistically occurring once every 10,000 years) was modelled.Overall, the spatial variability of the geometry of a single foreshore was observed to be much larger than the temporal variability. Temporal changes in salt marsh width did not follow the variability of the entire foreshore. Both under daily and design conditions, vegetation contributes to decreasing wave energy and decreases the variability of incoming wave energy, thereby decreasing the wave load on the dike. The southern foreshores, sheltered from the prevailing wind direction, were more efficient in wave attenuation than the exposed northern foreshores. A linear relation between marsh width and wave attenuation over a period of 65 years was observed at all marshes. The present study provides insights needed to calculate the length of a salt marsh to obtain a desired minimum wave attenuating capacity.
机译:在世界范围内都发现了由裸露的滩涂和植被盐沼组成的前滨,对它们的波衰减能力进行了充分的研究。但是,大多数研究只关注小范围:仅在空间中一些孤立的位置,并且最多只能使用几年。为了刺激大规模实施可作为可靠的沿海防务的前滨,我们需要在河口规模上量化前滨的年代际波衰减能力。为了对此进行研究,分析了一个独特的测深数据集,涵盖了65年时间段内的Westerschelde河口(荷兰)的几何形状。从该数据集中,提取了六个研究地点(避风地点和风向暴露地点)并划分为样带。这导致36个样带覆盖了整个前滨(由裸露的滩涂和植物性盐沼组成)。在日常条件下(有无植被)和设计条件下(即统计上每10,000年发生一次的事件),对所有样条的波衰减进行了建模。总体而言,观察到单个前滨的几何空间变异性远大于时间变异性。盐沼宽度的时间变化并没有跟随整个前滨的变化。在日常和设计条件下,植被都有助于降低波能,并降低入射波能的变化性,从而降低堤坝上的波荷载。避开盛行风向的南部前滨在波浪衰减方面比裸露的北部前滨更为有效。在所有沼泽中,观察到沼泽宽度和波浪衰减在65年期间之间存在线性关系。本研究提供了计算盐沼的长度以获得所需的最小波衰减能力所需的见识。

著录项

  • 来源
    《Coastal engineering》 |2020年第3期|103628.1-103628.14|共14页
  • 作者

  • 作者单位

    Univ Twente Water Engn & Management POB 217 NL-7500 AE Enschede Netherlands|NIOZ Royal Netherlands Inst Sea Res POB 140 NL-4400 AC Yerseke Netherlands|Univ Utrecht Dept Estuarine & Delta Syst POB 140 NL-4400 AC Yerseke Netherlands|Deltares Dept Ecosyst & Sediment Dynam POB 177 NL-2600 MH Delft Netherlands;

    Univ Twente Water Engn & Management POB 217 NL-7500 AE Enschede Netherlands;

    Delft Univ Technol Fac Civil Engn & Geosci POB 5048 NL-2600 GA Delft Netherlands|HKV Consultants POB 2120 NL-8203 AC Lelystad Netherlands;

    NIOZ Royal Netherlands Inst Sea Res POB 140 NL-4400 AC Yerseke Netherlands|Univ Utrecht Dept Estuarine & Delta Syst POB 140 NL-4400 AC Yerseke Netherlands;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Wave attenuation; Coastal protection; Building with Nature; Foreshore; Salt marsh; Nature Based Flood Defense; SWAN;

    机译:波衰减;沿海保护;与自然共建;前滨;盐沼基于自然的洪水防御;天鹅;

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