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Modelling the flow and morphology in groyne fields

机译:模拟地流场和形态

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Experiments have been conducted in a mobile-bed flume for a straight river with groynes on one side to study the morphological interaction between the groyne fields and the main channel. The flume had a geometrical scale of 1:100 based on typical dimensions of the River Waal. The bed material has been scaled to have bed load as well as suspended sediment transport. In this paper a numerical simulation of an emerged case of the laboratory experiment is presented. The sediment exchange between the main channel and the groyne field are of special interest. The simulation has been carried out using the DELFT3D-FLOW system coupled with Horizontal Large Eddy Simulation (HLES). For the morphological computations, the Online-sediment module was used; it calculates the sediment concentration, the sediment transport, and the bed level changes simultaneously with the flow. The model was calibrated against data from the experiment. The results of the hydrodynamic computations show the typical turbulent structures in emerged groyne fields, which have also been observed in previous experiments and described by several authors. With a sensitivity analysis, the influence of some input parameters on the computed flow field was studied. From this analysis, the effect of some physical parameters was investigated. The results of the morphological computation showed a qualitative accordance with the measured bed levels. In conclusion, we can state that Delft3D computes the morphological pattern in the vicinity of groynes qualitatively well.
机译:在一条移动河道水槽中进行了一条实验,该河道的一侧是防波堤,以研究防波堤场和主要河道之间的形态相互作用。根据Waal河的典型尺寸,水槽的几何比例为1:100。床料已按比例缩放以具有床负荷以及悬浮的泥沙输送。在本文中,对实验室实验出现的情况进行了数值模拟。在主要河道和防波堤场之间的沉积物交换特别令人关注。使用DELFT3D-FLOW系统和水平大涡模拟(HLES)进行了模拟。对于形态计算,使用了在线沉积模块。它可以计算出泥沙浓度,泥沙输送和床面高度随流量的变化。针对实验数据对模型进行了校准。流体动力学计算的结果显示出出现的丁坝场中的典型湍流结构,这在先前的实验中也已观察到,并由几位作者进行了描述。通过敏感性分析,研究了一些输入参数对计算流场的影响。通过该分析,研究了一些物理参数的影响。形态计算的结果显示出与测得的床层水平定性一致。总之,我们可以说Delft3D定性地很好地计算了防波堤附近的形态模式。

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