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首页> 外文期刊>Coastal engineering >Nature-based flood protection: The efficiency of vegetated foreshores for reducing wave loads on coastal dikes
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Nature-based flood protection: The efficiency of vegetated foreshores for reducing wave loads on coastal dikes

机译:基于自然的洪水保护:植被前滨减少沿海堤防波浪负荷的效率

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摘要

This paper analyses the effect of vegetation on wave damping under severe storm conditions, based on a combination of field measurements and numerical modelling. The field measurements of wave attenuation by vegetation were performed on two salt marshes with two representative but contrasting coastal wetland vegetation types: cordgrass (Spartina anglica) and grassweed (Scirpus maritimus). The former is found in salty environments, whereas the latter is found in brackish environments. The measurements have added to the range with the highest water depths and wave heights presented in the literature so far. A numerical wave model (SWAN) has been calibrated and validated using the new field data. It appeared that the model was well capable of reproducing the observed decay in wave height over the salt marsh. The model has been applied to compute the reduction of the incident wave height on a dike for various realistic foreshore configurations and hydraulic loading conditions. Additionally, the efficiency of vegetated foreshores in reducing wave loads on the dike has been investigated, where wave loads were quantified using a computed wave run-up height and wave overtopping discharge. The outcomes show that vegetated foreshores reduce wave loads on coastal dikes significantly, also for the large inundation depths that occur during storms and with the vegetation being in winter state. The effect of the foreshore on the wave loads varies with wave height to water depth ratio on the foreshore. The presence of vegetation on the foreshore extends the range of water depths for which a foreshore can be applied for effective reduction of wave loads, and prevents intense wave breaking on the foreshore to occur. This research demonstrates that vegetated foreshores can be considered as a promising supplement to conventional engineering methods for dike reinforcement. (C) 2016 Elsevier B.V. All rights reserved.
机译:本文结合现场测量和数值模拟,分析了植被在强风暴条件下对波衰减的影响。植被对波衰减的野外测量是在两个盐沼上进行的,两个盐沼具有两种代表性但截然相反的沿海湿地植被类型:草草(Spartina anglica)和草草(Scirpus maritimus)。前者发现于咸水环境中,而后者发现于咸淡环境中。到目前为止,这些测量值已将水深和波高提高到了最高。数值波浪模型(SWAN)已使用新的现场数据进行校准和验证。看来该模型能够很好地再现观察到的盐沼上的波高衰减。该模型已用于计算各种实际前滨配置和水力负载条件下堤坝上入射波高度的降低。此外,还研究了植被前滨在降低堤坝上波浪负荷方面的效率,其中使用计算出的波浪上升高度和波浪超顶流量对波浪负荷进行了量化。结果表明,对于在暴风雨期间以及植被处于冬季状态时发生的大范围淹没深度,植被前滨可以显着减少沿海堤防的波浪负荷。前浪对波浪载荷的影响随前浪高度与水深之比而变化。滨海植被的存在扩大了水深的范围,可以将滨水应用于有效减少海浪负荷的范围,并防止在前海发生强烈的海浪破裂。这项研究表明,植被前滨可以被视为对堤防加固的常规工程方法的有前途的补充。 (C)2016 Elsevier B.V.保留所有权利。

著录项

  • 来源
    《Coastal engineering》 |2016年第10期|42-56|共15页
  • 作者单位

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

    Delft Univ Technol, Civil Engn & Geosci, POB 5048, NL-2600 GA Delft, Netherlands;

    Univ Twente, Water Engn & Management, POB 217, NL-7500 AE Enschede, Netherlands|Deltares, POB 177, NL-2600 MH Delft, Netherlands;

    Delft Univ Technol, Civil Engn & Geosci, POB 5048, NL-2600 GA Delft, Netherlands|Flanders Hydraul Res, Berchemlei 115, B-2000 Antwerp, Belgium;

  • 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

    Vegetation; Wave dissipation; Salt marsh; Coastal protection; Building with nature; Wave overtopping; Foreshore;

    机译:植被;波浪消散;盐沼;沿海保护;自然建筑;波浪覆盖;沿海;

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