PREDICTING FLOW IN CURVED OPEN CHANNELS BY DEPTH-AVERAGED METHOD

被引:61
|
作者
JIN, YC [1 ]
STEFFLER, PM [1 ]
机构
[1] UNIV ALBERTA,EDMONTON T6G 2E1,ALBERTA,CANADA
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1993年 / 119卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-9429(1993)119:1(109)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A depth-averaged model formulated in the Cartesian coordinate system is introduced for simulating the velocity distribution in curved open channels. The finite element method is used to simplify the geometry problems in practical cases such as irregular cross sections and channels of varying plan curvature. The mathematical model consists of the depth-averaged continuity equation, the momentum equations, and two moment-of-momentum equations for closure purposes. The numerical analysis predicts satisfactory depth-averaged longitudinal and transverse velocities as well as reasonable secondary flows. The comparison of the numerical predication and the experimental results is included. The mathematical model discussed here can be applied to other channel flow problems where secondary flow and its effects are important.
引用
收藏
页码:109 / 124
页数:16
相关论文
共 50 条
  • [1] Predicting flow in curved open channels by depth-averaged method
    Jin, Yee-Chung
    Steiffer, Peter M.
    Journal of Hydraulic Engineering, 1993, 119 (01) : 109 - 124
  • [2] Two-dimensional depth-averaged modeling of flow in curved open channels
    Ghamry, HK
    Steffler, PM
    JOURNAL OF HYDRAULIC RESEARCH, 2005, 43 (01) : 44 - 55
  • [3] Impact of Secondary Flow on Depth-Averaged Flow Velocity in Vegetated Open Channels
    Oh, Jungsun
    Kim, Taejoon
    Choi, Sung-Uk
    PROCEEDINGS OF THE 35TH IAHR WORLD CONGRESS, VOLS I AND II, 2013, : 4713 - 4719
  • [4] Evaluation of the Secondary Current Parameter and Depth-Averaged Velocity in Curved Compound Open Channels
    Farshi, Fatemeh
    Kabiri-Samani, Abdorreza
    Chamani, Mohammad R.
    Atoof, Hossein
    JOURNAL OF HYDRAULIC ENGINEERING, 2018, 144 (09)
  • [5] Depth-averaged two-dimensional numerical simulation for curved open channels with vegetation
    Dalian University of Technology, Dalian 116023, China
    不详
    Shuili Xuebao, 2008, 7 (794-800): : 794 - 800
  • [6] DEPTH-AVERAGED 2-D CALCULATION OF FLOW AND SEDIMENT TRANSPORT IN CURVED CHANNELS
    Sam S. Y. WANG
    International Journal of Sediment Research, 2004, (04) : 241 - 257
  • [7] Depth-averaged 2-D calculation of flow and sediment transport in curved channels
    Wu, Weiming
    Wang, Sam S. Y.
    International Journal of Sediment Research, 2004, 19 (04) : 241 - 257
  • [8] Analytical model for lateral depth-averaged velocity distributions in curved channels
    Tian, Haoyong
    Yu, Minghui
    Liu, Yujiao
    Huang, Yuyun
    Hu, Peng
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2021, 174 (02) : 99 - 108
  • [9] Prediction of depth-averaged velocity in an open channel flow
    Khuntia, Jnana Ranjan
    Devi, Kamalini
    Khatua, Kishanjit Kumar
    APPLIED WATER SCIENCE, 2018, 8 (06)
  • [10] Prediction of depth-averaged velocity in an open channel flow
    Jnana Ranjan Khuntia
    Kamalini Devi
    Kishanjit Kumar Khatua
    Applied Water Science, 2018, 8