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Interactions Study of Hydrodynamic-Morphology-Vegetation for Dam-Break Flows

机译:坝断线流体动力学 - 植被的相互作用研究

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摘要

This study models a dam-break flow over a bed by using a depth-averaged numerical model based on finite-volume method and computes the dam-break flow and bed morphology characteristics. The generalized shallow water equations considering the sediment transport and bed change on dam-break flow are adopted in the numerical model, and the vegetation effects on the flow and morphological changes are considered. The model is verified against three cases from the laboratory and field data documented in the literature. The numerical results are consistent with the measured results, which show that the model could accurately simulate the evolution of the dam-break flows and the morphology evolution of bed within a computational domain with complex plant distribution. The results show that the riparian vegetation in the waterway narrows the channel and reduces the conveyance capacity of river. The flood flow is diverted away from the vegetation community toward two sides and forms a weak flow region behind the vegetation domain. The resistance of plants markedly reduces the flow velocity, which directly alters the fluvial processes and influences the waterway morphology.
机译:本研究通过使用基于有限体积法的深度平均数值模型来计算床上的坝断裂流量,并计算坝断流和床形态特征。在数值模型中采用了考虑沉积物运输和床变化的沉积物运输和床变化的广义浅水方程,并考虑了对流动和形态变化的植被影响。从文献中记录的实验室和现场数据验证了该模型。数值结果与测量结果一致,表明该模型可以精确地模拟坝断线的演变和具有复杂植物分布的计算结构域内的床的形态演化。结果表明,水路中的河岸植被缩小了渠道并降低了河流的运输能力。洪水流从植被界转移到两侧,形成植被领域后面的弱流量区域。植物的抵抗显着降低了流速,这直接改变了氟尿过程并影响水路形态。

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