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Discussion of 'Modeling 3D Supercritical Flow with Extended Shallow-Water Approach' by Susanne Krueger and Peter Rutschmann

机译:Susanne Krueger和Peter Rutschmann讨论了“使用扩展的浅水方法建模3D超临界流”

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摘要

The authors present a very interesting mathematical model that calculates three-dimensional (3D) supercritical flows. Turbulence is included via the use of an eddy viscosity (called in the paper as "global diffusion factor"), which is constant over the entire domain. The model employs the extended shallow water equations (ESW), which are modifications of the classical shallow-water equations (CSW) taking into account nonhydrostatic pressure distribution and vertical momentum. The ESW are solved using (a) the FEMTOOL (Rutschmann 1993); and (b) a low-order upwind Galerkin/least-squares discretization procedure (Hughes et al. 1989). The authors implement a water-depth limitation in regions with very small water depths to avoid numerical difficulties associated with alternating wet-drying; moreover, they introduce a numerical diffusion coefficient, which is used in steep surface gradients, to avoid premature program termination due to steep water depth gradients in regions with wave breaking.
机译:作者提出了一个非常有趣的数学模型,该模型可以计算三维(3D)超临界流。通过使用涡流粘度(在本文中称为“全局扩散因子”)将湍流包括在内,该涡流粘度在整个范围内都是恒定的。该模型使用扩展的浅水方程(ESW),该方程是对经典浅水方程(CSW)的修正,其中考虑了非静水压力分布和垂直动量。使用(a)FEMTOOL(Rutschmann 1993)解决ESW; (b)低阶迎风Galerkin /最小二乘离散化程序(Hughes et al。1989)。作者在水深很小的区域实施了水深限制,以避免与交替湿法干燥相关的数值困难。此外,他们引入了数值扩散系数,该系数在陡峭的表面梯度中使用,以避免由于波浪破碎区域中陡峭的水深梯度而导致程序过早终止。

著录项

  • 来源
    《Journal of Hydraulic Engineering》 |2009年第5期|436-438|共3页
  • 作者

    Anastasios I. Stamou;

  • 作者单位

    School of Civil Engineering, Dept. of Environmental Engineering, National Technical Univ. of Athens, Iroon Polytechniou 5, 15780 Athens, Greece;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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