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Reducing aeolian sand transport and beach erosion by using armour layer of coarse materials

机译:通过使用粗糙材料的装甲层减少海岸沙滩运输和海滩侵蚀

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摘要

A man-made dune-beach-spit system at the south-east side of the island of Texel (Prins Hendrik site) has been built in 2018?2019 to strengthen the traditional dike. The core of the dune-beach-spit system consists of medium fine sand with a d50 of 0.25?0.3 mm. The beach is covered with an armour (protection) layer of coarse materials with relatively large gravel and shell fractions to reduce wind erosion and thus maintenance costs. In the design phase of the project the aeolian sand transport model of Bagnold was used to estimate the long-term erosion losses of sand at the new dune-beach system. This transport model was validated in the design phase by using detailed sand transport and bed roughness measurements at a nearby site called The Hors. This site is a wide natural beach plain of sand (d50 = 0.23 mm), where 147 high-quality datasets have been collected using a wind mast equipped with 5 cup anemometers and various sand traps. It is shown that the measured sand transport rates at the Hors can be reasonably well represented by the modified Bagnold-equation for dry sand. After completion of the new dune-beach system, a field experiment was performed at the Prins Hendrik site to verify the sediment transport predictions and erosion loss of sand. Data from two permanent wind masts and one short, mobile wind mast were used to derive the effective roughness of (stationary) bed forms. Sand transport rates were measured at various locations using a new trap sampler. The measured sediment transport in the armoured beach zone can be reasonably well represented by the Bagnold-equation using a multi-fraction approach with hiding-exposure coefficient. The predicted transport rates have been used to estimate the annual loss of sand from the Prins-Hendrik site.
机译:在Texel(Prins Hendrik Site)的东南部的人造沙丘海滩吐制系统已建于2018年2019年,以加强传统堤防。沙丘海滩吐制系统的核心由中等细砂组成,D50为0.25?0.3毫米。海滩覆盖着粗糙材料的盔甲(保护)层,具有相对大的砾石和壳体分数,以减少风蚀,从而进行维护成本。在该项目的设计阶段,Bagnold的Aeolian Sand运输模型用于估计新沙丘海滩系统的沙子的长期侵蚀损失。通过在叫做Hors的附近网站上使用详细的沙子运输和床粗糙度测量,在设计阶段验证了该传输模型。该网站是一款宽自然海滩平原的沙子(D50 = 0.23毫米),使用装备5杯风速仪和各种沙子陷阱的风桅杆收集了147个高质量的数据集。结果表明,马克的测量的砂输送速率可以通过用于干砂的改进的布纳源方程来合理地表示。在完成新的沙丘海滩系统之后,在Prins Hendrik遗址进行了一个现场实验,以验证沉积物运输预测和沙子的侵蚀损失。两个永久风帆桅杆和一个短,移动风桅杆的数据用于得出(静止)床形式的有效粗糙度。使用新的陷阱采样器在各个位置测量沙运输速率。通过具有隐藏曝光系数的多部分方法,铠装沙滩区中的测量沉积物运输可以是由八架方程合理地表示的。预测的运输利率已被用于估计普林斯亨德里克遗址的年度损失。

著录项

  • 来源
    《Coastal engineering》 |2021年第6期|103871.1-103871.15|共15页
  • 作者单位

    Katholieke Univ Leuven Dept Civil Engn Hydraul & Geotech Bruges Campus Spoorwegstr 12 B-8200 Brugge Belgium;

    LVRS Consultancy Domineeswal 6 NL-8356 D Blokzijl Netherlands;

    Univ Utrecht Fac Geosci Dept Phys Geog Utrecht Netherlands;

    Katholieke Univ Leuven Dept Civil Engn Hydraul & Geotech Bruges Campus Spoorwegstr 12 B-8200 Brugge Belgium;

    Jan de Nul NV Tragel 60 B-9308 Hofstade Aalst Belgium;

    Deltares Res Inst Dept Appl Geol & Geophys Daltonlaan 600 NL-3584 BK Utrecht Netherlands;

    Rijkswaterstaat Utrecht Netherlands|Delft Univ Technol Fac Civil Engn & Geosci POB 5048 NL-2600 GA Delft 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

    Beach armouring; Roughness of bed forms; Modified bagnold-transport equation; Aeolian transport;

    机译:沙滩铠装;床单的粗糙度;改进的Bagnold-Transport方程;Aeolian运输;

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