首页> 外文期刊>Journal of Waterway, Port, Coastal and Ocean Engineering >Ecohydraulics of Surrogate Salt Marshes for Coastal Protection: Wave-Vegetation Interaction and Related Hydrodynamics on Vegetated Foreshores at Sea Dikes
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Ecohydraulics of Surrogate Salt Marshes for Coastal Protection: Wave-Vegetation Interaction and Related Hydrodynamics on Vegetated Foreshores at Sea Dikes

机译:沿海保护的替代盐沼的EcoRewraphics:海堤植被前沿的波浪 - 植被相互作用及相关流体动力学

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摘要

Vegetation on foreshores in close vicinity to sea dikes may prove beneficial as regulating ecosystem service in the context of coastal defense, dike safety, and flood protection by reducing loads on these defense structures. Predominantly, a decrease in wave heights and bottom shear stresses is hypothesized, which calls for an inclusion in design procedures of coastal defense structures. In contrast to heterogeneous and variable salt marsh vegetation, this study uses surrogate vegetation models for systematic hydraulic experiments in a wave flume, without modeling specific plant species a priori. Froude-scale experiments are performed in order to investigate the effect of salt marsh vegetation on the wave transformation processes on the foreshore and wave run-up at sea dikes. The effect of plant and wave properties on wave transmission, energy dissipation, and wave run-up at a 1:6 sloped smooth dike are presented and discussed, focusing on the wave-vegetation-structure interaction. Vegetated foreshores can contribute to wave attenuation, where an increasing relative vegetation height h_v/h results in decreased wave run-up on the dike by up to 16.5% at h_v/h = 1.0.
机译:近距离海堤附近的前景植被可能是在沿海防御,堤防安全和洪水保护中的规范生态系统服务,通过减少这些防御结构的洪水保护。主要是,波浪高度和底部剪切应力的降低是假设的,该抗度呼吁包含在沿海防御结构的设计程序中。与异质和可变盐沼植被相比,该研究使用了替代植被模型,用于波浪水下的系统液压实验,无需建模特定的植物物种先验。进行Froude-Scale实验,以研究盐沼植被对海上堤防波浪转换过程的影响。提出和讨论了植物和波浪性对波传输,能量耗散和波浪冲程的影响,并讨论了倾斜光滑堤,专注于波浪 - 植被结构相互作用。植被的前座可以有助于波浪衰减,其中相对植被高度H_V / h导致在H_V / H = 1.0上的堤坝上的波浪延伸减少至16.5%。

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  • 来源
    《Journal of Waterway, Port, Coastal and Ocean Engineering》 |2021年第6期|04021035.1-04021035.14|共14页
  • 作者单位

    Leichtweiss-Institute for Hydraulic Engineering and Water Resources Division of Hydromechanics Coastal and Ocean Engineering Technische Universitaet Braunschweig Beethovenstrasse 51a 38106 Braunschweig Ger-many;

    Leichtweiss-Institute for Hydraulic Engineering and Water Resources Division of Hydromechanics Coastal and Ocean Engineering Technische Universitaet Braunschweig Beethovenstrasse 51a 38106 Braunschweig Ger-many;

    Leichtweiss-Institute for Hydraulic Engineering and Water Resources Division of Hydromechanics Coastal and Ocean Engineering Technische Universitaet Braunschweig Beethovenstrasse 51a 38106 Braunschweig Ger-many;

    Leichtweiss-Institute for Hydraulic Engineering and Water Resources Division of Hydromechanics Coastal and Ocean Engineering Technische Universitaet Braunschweig Beethovenstrasse 51a 38106 Braunschweig Ger-many;

    Leichtweiss-Institute for Hydraulic Engineering and Water Resources Division of Hydromechanics Coastal and Ocean Engineering Technische Universitaet Braunschweig Beethovenstrasse 51a 38106 Braunschweig Ger-many;

    Coastal and Ocean Engineering Leichtweiss-lnstitute for Hy-draulic Engineering and Water Resources Division of Hydrome-chanics Coastal and Ocean Engineering Technische Universitaet Braunschweig BeethovenstraBe 51a 38106 Braunschweig Ger-many Coastal Research Center Joint Central Institution of the Leibniz Universitaet Hannover and the Technische Universitaet Braunschweig Merkurstrasse 14 30419 Hannover Germany;

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