NUMERICAL SIMULATION OF TURBULENT SPOTS IN INCLINED OPEN-CHANNEL FLOW

被引:0
|
作者
ZHANG Li
机构
关键词
turbulent spot; Navier-Stokes equation; numerical simulation; three-dimensional coupling difference scheme; wall pulse;
D O I
暂无
中图分类号
TV134 [管流水力学];
学科分类号
0801 ; 080103 ; 080104 ; 081502 ;
摘要
The generation and evolution of turbulent spots in the open-channel flow are simulated numerically by using the Navier-Stokes equations. An effective numerical method with high accuracy and high resolution is developed. The fourth-order time splitting methods with high accuracy is proposed. Three-dimensional coupling difference methods are presented for the spatial discretization of the Poisson equation of pressure and Hemholtz equations of velocity, therefore, the fourth-order three-dimensional coupling central difference schemes are constituted. The fourth-order explicit upwind-biased compact difference schemes are designed to overcome the difficulty for the general higher-order central difference scheme which is inadaptable in the boundary neighborhood. The iterative algorithm and overall time marching is used to enhance efficiency. The method is applied in the numerical simulation of turbulent spots at various complex boundary conditions and flow domains. The generation and the developing process of turbulent spots are given, and the basic characteristics of turbulent spots are shown by simulating the evolution of the wall pulse in inclined open-channel flow.
引用
收藏
页码:179 / 185
页数:7
相关论文
共 50 条
  • [21] Direct numerical simulation of coherent structure in turbulent open-channel flows with heat transfer
    Yamamoto, Y
    Kunugi, T
    Serizawa, A
    HIGH PERFORMANCE COMPUTING, PROCEEDINGS, 2000, 1940 : 502 - 513
  • [22] A numerical design method for open-channel flow
    Burg, COE
    Huddleston, DH
    Berger, RC
    WATER RESOURCES ENGINEERING 98, VOLS 1 AND 2, 1998, : 1685 - 1690
  • [23] Open-channel turbulent flow through bar racks
    Tsikata, Jonathan M.
    Tachie, Mark F.
    Katopodis, Christos
    JOURNAL OF HYDRAULIC RESEARCH, 2014, 52 (05) : 630 - 643
  • [24] Momentum transfer across an open-channel, turbulent flow
    Popovic, Predrag
    Devauchelle, Olivier
    Lajeunesse, Eric
    JOURNAL OF FLUID MECHANICS, 2024, 981
  • [25] LONGITUDINAL DISPERSION AND TURBULENT MIXING IN OPEN-CHANNEL FLOW
    FISCHER, HB
    ANNUAL REVIEW OF FLUID MECHANICS, 1973, 5 : 59 - 78
  • [26] Simulation of subcritical flow at open-channel junction
    Kesserwani, Georges
    Ghostine, Rabih
    Vazquez, Jose
    Mose, Robert
    Abdallah, Maher
    Ghenaim, Abdellah
    ADVANCES IN WATER RESOURCES, 2008, 31 (02) : 287 - 297
  • [27] Numerical Simulation of Open-Channel Flow in 90-Degree Combining Junction
    武蓉
    茅泽育
    Tsinghua Science and Technology, 2003, (06) : 713 - 718
  • [28] Numerical prediction of rectangular open-channel flow by using large eddy simulation
    Onitsuka, K
    Nezu, I
    HYDRAULICS OF RIVERS, WATER WORKS AND MACHINERY, VOL 1, THEME D, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, : 196 - 201
  • [29] LARGE-EDDY SIMULATION OF TURBULENT-FLOW IN AN ASYMMETRIC COMPOUND OPEN-CHANNEL
    THOMAS, TG
    WILLIAMS, JJR
    JOURNAL OF HYDRAULIC RESEARCH, 1995, 33 (01) : 27 - 41
  • [30] Direct numerical simulation of the fully developed open-channel turbulent flow using small-amplitude wave theory
    Yokojima, S
    PROCEEDINGS OF JOHN F KENNEDY STUDENT PAPER COMPETITION: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, : 36 - 41