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Three dimensional numerical simulations of hydrodynamics and morphodynamics on rapidly varied channel

机译:快速变化通道水动力和形态动力学的三维数值模拟

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摘要

Erosion and sedimentation are severe problems in Taiwan’s river. The riverbed changes rapidlyrndue to the huge discharges that often have resulted a large amount of property damage and threats to the safety ofrnhydraulic structures. The 1-D or 2-D depth-averaged hydraulic model has the limitation for the understanding ofrndownward flow toward the bed. To investigate the hydrodynamics and local scouring on rapidly varied channel,rnthe study of 3-D numerical model is needed.This study presents 3-D numerical simulations of hydrodynamics andrnmorphodynamics on rapidly varied channel by implementing a novel erosion and sediment transport approachrnin a finite element based free-surface turbulent flow model. To simulate the bedrock river, a stream power typernof bedrock erosion rate formula is integrated in the 3-D model. An uplifted reach of Taan River, Taiwan, causedrnby the Chi-Chi earthquake occurred in 1999 is chosen as the study site to validate the model. The simulatedrnand measured results show that the proposed model has the capability of simulating morphological changes onrnrapidly varied channel.
机译:侵蚀和沉积是台湾河流中的严重问题。由于大量的排水经常造成大量财产损失和对液压结构安全的威胁,因此河床变化迅速。一维或二维深度平均水力模型在理解向下流向床层的过程中存在局限性。为了研究快速变化的河道上的水动力和局部冲刷,需要研究3D数值模型。本研究通过在有限元中实现一种新颖的侵蚀和泥沙输送方法,对快速变化的河道上的水动力和地貌动力学进行了3D数值模拟。基于自由表面的湍流模型。为了模拟基岩河,将流动力类型的基岩侵蚀速率公式集成到3-D模型中。选择1999年台湾集集地震造成的台湾Taan河隆起为研究地点,对该模型进行了验证。仿真和实测结果表明,所提出的模型具有在快速变化的通道上模拟形态变化的能力。

著录项

  • 来源
    《Scour and erosion》|2015年|373-380|共8页
  • 会议地点 Perth(AU)
  • 作者单位

    National Chiao Tung University, Taiwan;

    Department of Civil Engineering, National Chiao Tung University, Taiwan;

    National Center for Computational Hydroscience and Engineering,University of Mississippi, USA;

    Department of Civil Engineering, National Chiao Tung University, Taiwan;

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  • 原文格式 PDF
  • 正文语种 eng
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  • 入库时间 2022-08-26 14:04:54

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