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Simulation of suspended sediment and contaminant transport in shallow water using two-dimensional depth-averaged model with unstructured meshes

机译:利用非结构网格二维深度平均模型模拟浅水中悬浮泥沙和污染物运移

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摘要

With growing global populations and human activities, the problems of sediment transport and environmental hydraulics have been becoming more and more important and valued. Computational fluid dynamics is a very useful and powerful tool in those studies. In 2008, Dr. Liu developed a two-dimensional model HydroSed which solves for 2D shallow water equations and sediment bedload transport equation at Hydrosystems Laboratory, UIUC. In this thesis, the author further modifi es and improves the HydroSedv1.0 modelso that the model is able to deal with the transport of contaminant. In addition, the transport of suspended sediment is added and it is coupled with bed evolution.The 2D advection-di usion equation with source/sink terms is solved by finite volume method using Godunov scheme explicitly on unstructured meshes. Roe's approach is used to solve Riemann problem because the analytical solver is much computationally slower. Slope-limiter approaches are appliedin order to get higher accuracy. Several pure advection tests are simulated to evaluate the performance of the model and the effect of diff erent slope-limiterapproaches. Furthermore, a dye-tracer study in the Chicago Riveris simulated for verifying the model in a real-world project. The numerical results show satisfactory matches with the field measurement data. A widely used three-dimensional model EFDC is also used for comparison. Both pure advection tests and dye-tracer study demonstrate that the performance ofthe model is satisfactory.The model is applied to study the potential impacts of planned hydraulic structures in the Canar River, Ecuador. The effects to both water flow during flood and sediment transport are studied. Due to the lack of eld data in terms of water surface elevation, flow discharges and velocities in this river, the HydroSed model can help to a large extent to understand the problem and work together with a 1D model and other techniques for optimized designs.
机译:随着全球人口的增长和人类活动的增加,泥沙输送和环境水力问题变得越来越重要和受到重视。在这些研究中,计算流体动力学是非常有用和强大的工具。 2008年,刘博士在UIUC的水文系统实验室开发了二维模型HydroSed,用于求解二维浅水方程和沉积物床荷迁移方程。在本文中,作者进一步修改和改进了HydroSedv1.0模型,使得该模型能够处理污染物的运输。此外,还增加了悬浮泥沙的运移,并与河床演化相联系。在有限元方法中,使用Godunov方案,通过有限体积法,在非结构网格上明确地求解了带有源/汇项的二维对流扩散方程。 Roe的方法用于解决黎曼问题,因为解析求解器的计算速度要慢得多。应用斜率限制器方法以获得更高的精度。模拟了几个纯对流测试,以评估模型的性能以及不同的斜率限制器方法的效果。此外,在Chicago Riveris中进行了染料示踪剂研究模拟,以验证实际项目中的模型。数值结果表明与现场测量数据令人满意。广泛使用的三维模型EFDC也用于比较。纯平流试验和染料示踪剂研究均表明该模型的性能令人满意。该模型用于研究厄瓜多尔卡纳尔河规划水工结构的潜在影响。研究了洪水和泥沙输送对水流的影响。由于缺乏该河流水面高度,流量流量和流速方面的数据,HydroSed模型可以在很大程度上帮助理解问题,并与一维模型和其他技术一起使用以进行优化设计。

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  • 作者

    Zhu Zhenduo;

  • 作者单位
  • 年度 2011
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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