首页> 外文会议>International Conference on Estuaries and Coasts(ICEC-2006); 20061128-30; Guangzhou(CN) >THE EFFECT NUMERICAL ANALYSIS OF LEVEES ON MOVEMENT OF FLOW AND SEDIMENT IN THE YELLOW RIVER ESTUARY
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THE EFFECT NUMERICAL ANALYSIS OF LEVEES ON MOVEMENT OF FLOW AND SEDIMENT IN THE YELLOW RIVER ESTUARY

机译:黄河口水位变化对泥沙运动和泥沙运动的影响数值分析

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摘要

Based on the 2D finite element tidal and sediment numerical model, effect of estuary training levees on the water flow and sediment movement in the Yellow River estuary is analyzed. For disclosing the affect of setting the two training levees on the flow and sediment diffusion, the calculation and analysis for the two projects, one is no levees, the other is setting up two no levees, are given. The results show that When setting up the two training levees, water flow is bind by levees, flow is cut off at the cross direction water flows more concentrated, velocity increases in main channel, capacity of water flow carries sediment increases also.This makes sediment go outside and far away from the estuary gate and be transported to deep sea. The point of the maximum sediment concentration go out from No.2242 to No.2283, the distance of the two points is 920 meters long. Setting up levees can bring into good action.
机译:基于二维有限元潮流和泥沙数值模型,分析了河口训练堤对黄河口水流和泥沙运动的影响。为了揭示设置两个训练堤对水流和泥沙扩散的影响,对这两个项目的计算和分析进行了分析,一个是不设堤,另一个是设置两个不设堤。结果表明,当设置两个训练堤时,水流被堤束束缚,在横向截断水流,水流更加集中,主通道流速增加,水流承载泥沙的能力也增加。走到外面,远离河口,然后被运送到深海。最大沉积物浓度点从2242号到2283号,两点的距离为920米长。设置防洪堤可以起到很好的作用。

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