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Modelling a turbidity current in Soyang reservoir (Korea) and its control using a selective withdrawal facility

机译:使用选择性取水设施模拟韩国Soyang水库的浑浊流及其控制

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Persistent turbidity in reservoirs and their downstream after flood events is one of most important environmental issues in Korea. Recently, modification of withdrawal facility and installation of a new selective withdrawal structure (SWS) have been implemented for the mitigation of downstream impact and sediment loading into water treatment facilities. This study was to explore the characteristics of flood density flow induced into Soyang Reservoir and the transport processes of suspended sediments (SS) through application of coupled two-dimensional hydrodynamic and particle dynamic models (TM-1, TM-2 and TM-3). The TM-3 including a turbidity attenuation rate as a lumped parameter showed best performance in reproducing the magnitude and distribution of SS in the reservoir. The validated model was applied to evaluate the effectiveness of SWS, which was designed for the reservoir, with 6 different historical flood events. The magnitude of vertical mixing of the turbidity plume and its persistence within the reservoir were closely correlated to the ratio of the volume of turbidity flow to the total reservoir storage (the θ value). The operation of SWS showed a positive effect as long as y is between 0.3 and 0.6 but negative when θ = 0.83 for the study reservoir, thus it should be optimized based on the y value for a better management of the reservoir.
机译:水灾之后,水库及其下游的持续浊度是韩国最重要的环境问题之一。最近,已经实施了撤水设施的修改和新的选择性撤水结构(SWS)的安装,以减轻对水处理设施的下游影响和沉积物的装载。本研究旨在通过应用二维水动力和颗粒动力耦合模型(TM-1,TM-2和TM-3)来探索引向索阳水库的洪水密度流的特征以及悬浮泥沙的输送过程。 。包含浊度衰减率作为集总参数的TM-3在再现储层中SS的大小和分布方面表现出最佳性能。将经过验证的模型用于评估为水库设计的SWS的有效性,该过程具有6种不同的历史洪水事件。浊流羽流的垂直混合大小及其在储层中的持久性与浊流的体积与总储层之比(θ值)密切相关。只要y在0.3到0.6之间,SWS的运行就显示出正作用,而对于研究储层,当θ= 0.83时,SWS的运行是负的,因此应基于y值对其进行优化,以更好地管理储层。

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