The characteristics of secondary flows in compound channels with vegetated floodplains

被引:0
|
作者
Chao Liu
Yu-qi Shan
Ke-jun Yang
Xing-nian Liu
机构
[1] Sichuan University,State Key Laboratory of Hydraulics and Mountain River Engineering
[2] Sichuan University,College of Mathematics
来源
Journal of Hydrodynamics | 2013年 / 25卷
关键词
vegetation; secondary flows; compound channels; overbank flows;
D O I
暂无
中图分类号
学科分类号
摘要
The experiments were conducted in compound channels with vegetated floodplains for investigating the influence of vegetation types on the characteristics of secondary flows. In terms of the streamwise and transverse velocities and the depth-averaged velocity, the secondary flow coefficient, M, is proposed, with good physical meanings, and it may characterize the rotational direction and the intensity of the secondary currents. The experimental results show that, for the cases without vegetation and with grass, the rotational directions of the secondary flows are all anticlockwise while for the cases with shrubs, they are all changed to the clockwise direction in the whole cross-section. However, when trees are planted, the secondary flows rotate in the anticlockwise direction in the main channel and in the clockwise direction on the floodplain. In addition, for all cases, the intensities of the secondary currents on the floodplain are stronger than those in the main channel.
引用
收藏
页码:422 / 429
页数:7
相关论文
共 50 条
  • [31] Porous media approach for RANS simulation of compound open-channel flows with submerged vegetated floodplains
    Brito, Moises
    Fernandes, Joao
    Leal, Joao Bento
    ENVIRONMENTAL FLUID MECHANICS, 2016, 16 (06) : 1247 - 1266
  • [32] Analytical solution for lateral depth-averaged velocity distributions in meandering compound channels with vegetated floodplains
    Yang, Yongpeng
    Sun, Bin
    Li, Zhiwei
    Wang, Feifei
    Li, Huaxiang
    Li, Heng
    PHYSICS OF FLUIDS, 2024, 36 (09)
  • [33] Investigating the Flow Hydrodynamics in a Compound Channel with Layered Vegetated Floodplains
    Ahmad, Muhammad
    Ghani, Usman
    Anjum, Naveed
    Pasha, Ghufran Ahmed
    Ullah, Muhammad Kaleem
    Ahmed, Afzal
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2020, 6 (05): : 860 - 876
  • [34] Depth-averaged simulation of flows in asymmetric compound channels with smooth and rough narrow floodplains
    Alawadi, Wisam Abd Ali
    Tumula, Prasad Devi
    AUSTRALASIAN JOURNAL OF WATER RESOURCES, 2018, 22 (02): : 137 - 148
  • [35] Overbank Flow in Compound Channels with Nonprismatic Floodplains
    Rezaei, Bahram
    Knight, Donald W.
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2011, 137 (08): : 815 - 824
  • [36] Flow in skewed compound channels with rough floodplains
    Bousmar, D.
    Jacqmin, T.
    Wyseur, S.
    Van Emelen, S.
    RIVER FLOW 2012, VOLS 1 AND 2, 2012, : 217 - 224
  • [37] Hydraulic characteristics of unsteady flows in meandering compound channels
    Watanabe, A
    Fukuoka, S
    HYDRAULICS OF RIVERS, WATER WORKS AND MACHINERY, VOL 1, THEME D, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, : 83 - 89
  • [38] Numerical modeling of secondary motions of turbulent flows in compound channels
    Jia, YF
    Wang, SSY
    WATER RESOURCES ENGINEERING 98, VOLS 1 AND 2, 1998, : 1038 - 1043
  • [39] Parameter sensitivity of the SKM in vegetated compound channels
    Jiang Beihan
    Yang Kejun
    Cao Shuyou
    Chen Liang
    PROCEEDINGS OF THE 35TH IAHR WORLD CONGRESS, VOLS I AND II, 2013, : 5430 - 5438
  • [40] Unsteady 1D flow model of compound channel with vegetated floodplains
    Helmiö, T
    JOURNAL OF HYDROLOGY, 2002, 269 (1-2) : 89 - 99