Ding Yan, Zhou Xueyi, Yu Changzhao, Liang Dong. The Equations of Complete Depth-Averaged Turbulence Model in General Orthogonal Coordinates[J]. Applied Mathematics and Mechanics, 1996, 17(1): 53-61.
Citation: Ding Yan, Zhou Xueyi, Yu Changzhao, Liang Dong. The Equations of Complete Depth-Averaged Turbulence Model in General Orthogonal Coordinates[J]. Applied Mathematics and Mechanics, 1996, 17(1): 53-61.

The Equations of Complete Depth-Averaged Turbulence Model in General Orthogonal Coordinates

  • Received Date: 1994-06-14
  • Publish Date: 1996-01-15
  • For shallow water flow, the depth-averaged governing equations are derived by depth-averaging of the mean equations for three-dimensional turbulent flows. The influences of free water surface and of topography of river bed are taken into account.The depth-averaged equations of k-turbulence model are also obtained. Because it Accounts for the three-dimensional effect, this model is named as the complete Depth-averaged model.The boundaries of natural water bodies are usually curved.In this work, the derived equations in Cartesian coordinates are transformed into orthogonal coordinates. The obtained equations can be applied directly to numerical computation of practical problems.
  • loading
  • [1]
    J. Kuipers and C. B. Vregdenhil, Calculations of two-dimensional horizontal flow, Report S 163, Part I, Delft Hydraulic Laboratory (1973).
    [2]
    A. K. Rastogi and W. Rodi, Predications of heat and mass transfer in open channels, J. Hvdr, Div, ASCE, 1043(1978),397-420.
    [3]
    J. J. McGuirk and W. Rodi, A depth-averaged mathematical model for the near field of side discharge into open channel flows, J. Fluid Mech., 86(1978), 761-781.
    [4]
    蔡树棠、吴烽,层状二维流动的基本方程式,应用数学和力学,7(9)(1986), 779-784.
    [5]
    The ASCE Task Committee on Turbulence Model in Hydraulic Computations, Turbulence modeling of surface water flow and transport, J. of Hydr. Engrg.,ASCE, 114,9(1988), 970-1073.
    [6]
    B. E. Launder. and D. B. Spakling, The numerical computation of turbulent flows, Comp. Meths. Appl. Mech. Eng., 3(1974), 269.
    [7]
    丁剡,完全深度平均紊流模型与非恒定天然河流中岸边排污的计算,清华大学博士学位论文,(1993).
    [8]
    S. B. Pope, The calculation of turbulent recirculation flows in general orthogonal coordinates, J. of Computational Physics, 26(1978), 197.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (1673) PDF downloads(588) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return