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Stauraumverlandung von Hochgebirg- stauseen: Experimentelle Modellversuche mit Mischungen aus Kunststoffgranulat und Sand

机译:高山储层污水:塑料颗粒混合物的实验模型实验

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摘要

High mountain reservoirs receive sediments from sources located in watersheds with scarce vegetation cover, especially during highly erosive events. The sediments entering reservoirs in such regions, are typically composed by a mixture of gravels and sands and to a lesser portion silts and clays. The gravel is transported mainly as bed-load and forms a delta in the upstream end of the reservoir, which slowly migrates towards the dam. The sand is mainly transported in suspension and settles in the vecinity of the dam due to the slower flow velocities. Because both sediment fractions cause an important reduction of the reservoir volume through different morphydynamic mechanisms, both needs to be treated differently in physical scale models. As part of two consultancy projects, reservoir sedimentation was analysed through morphodynamic experiments in physical scale models with the goal to reduce the reservoir sedimentation. Therefore, mixtures of natural sediments - sand or gravel - and lightweight plastic materials were used in the models as similar to the real sediments in the prototype cases. Results show that the deposited reservoir volume can be reduced significantly, applying sediment routing techniques which were optimized through the conducted experiments.
机译:高山水库从位于流域的来源接收沉积物,含稀缺植被覆盖,特别是在高度腐蚀事件中。进入这些区域中的沉积物的沉积物通常由砾石和砂的混合物和较小的硅和粘土组成。砾石主要作为床载荷运输,并在储存器的上游端形成δ,该液滴慢慢迁移到坝体上。由于流速较慢的流速,砂主要以悬浮液运输并在坝的附图中沉淀。因为沉积物级分都会通过不同的形态动力学机制导致储层体积的重要降低,所以两者都需要在物理规模模型中以不同的方式处理。作为两个咨询项目的一部分,通过体态规模模型的形态学实验分析了储层沉降,其目标是降低储层沉降。因此,在模型中使用天然沉积物 - 砂或砾石和轻质塑料材料的混合物,与原型案例中的真实沉积物相似。结果表明,沉积的储层体积可以显着降低,施加通过进行的实验优化的沉积物路线技术。

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  • 来源
    《Wasserwirtschaft》 |2021年第5期|39-44|共6页
  • 作者单位

    Univ Concepcion Dept Civil Engn Barrio Univ S-N POB 160-C Concepcion Chile;

    Univ Concepcion Dept Civil Engn Barrio Univ S-N POB 160-C Concepcion Chile;

    Univ Concepcion Dept Civil Engn Barrio Univ S-N POB 160-C Concepcion Chile;

    Univ Concepcion Dept Civil Engn Barrio Univ S-N POB 160-C Concepcion Chile;

    Univ Concepcion Dept Mech & Aerosp Engn Barrio Univ S-N POB 160-C Concepcion Chile;

    Hsch Magdeburg Stendal Fachbereich Wasser Umwelt Bau & Sicherheit Breitscheidstr 2 D-39114 Magdeburg Germany;

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