Effects of vegetation on flow structures and bed profiles in curved open channels

被引:0
|
作者
Tominaga, A [1 ]
Nagao, M [1 ]
Nezu, I [1 ]
机构
[1] Nagoya Inst Technol, Dept Civil Engn, Nagoya, Aichi 466, Japan
来源
关键词
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Flow in curved open channels is characterized by a generation of the pressure-driven secondary now and the scour along the outer bank. Tt is expected that the vegetation can control the local scour and accumulation in curved open channels. In this study, three-dimensional mean flow structures were measured in curved open channels with various vegetation arrangements. Furthermore, experiments were conducted in a movable bed and the effects of vegetation on the local scour were examined. The secondary flow is generated only in the region outside the vegetated zones and the lateral scale of the vortex structures in bends are reduced. The main flow indicates complicated behaviors affected by the strong lateral shear, a centrifugal force and the momentum transport by the secondary flow. The vegetated area reduced the scour along the outer bank, but another scour around the vegetated zone was generated.
引用
收藏
页码:329 / 334
页数:6
相关论文
共 50 条
  • [31] Study on the flow structure in curved open channels with suspended vegetation using multi relaxation time lattice Boltzmann method
    Jing, He-fang
    Zhang, Qiao-ling
    Wang, Wei-hong
    Zhang, Zong-ning
    JOURNAL OF HYDRODYNAMICS, 2024, 36 (02) : 300 - 315
  • [32] A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation
    Wu, WM
    Shields, FD
    Bennett, SJ
    Wang, SSY
    WATER RESOURCES RESEARCH, 2005, 41 (03) : 1 - 15
  • [33] Flow structures in dividing open channels: a review
    Ibrahim, Izihan
    Ibrahim, Saerahany Legori
    Khan, Sheroz
    3RD INTERNATIONAL CONFERENCE OF WATER RESOURCES DEVELOPMENT AND ENVIRONMENTAL PROTECTION, 2020, 437
  • [34] Flow characteristics of rectangular open channels with compound vegetation roughness
    Yuhong ZENG
    Wenxin HUAI
    Mingdeng ZHAO
    AppliedMathematicsandMechanics(EnglishEdition), 2016, 37 (03) : 341 - 348
  • [35] Flow characteristics of rectangular open channels with compound vegetation roughness
    Yuhong Zeng
    Wenxin Huai
    Mingdeng Zhao
    Applied Mathematics and Mechanics, 2016, 37 : 341 - 348
  • [36] Flow Characteristics of Rectangular Open Channels with Compound Vegetation Roughness
    Zeng, Yuhong
    Qin, Jing
    Wu, Yongyan
    Huai, Wenxin
    PROCEEDINGS OF THE 35TH IAHR WORLD CONGRESS, VOLS I AND II, 2013, : 2156 - 2163
  • [37] Flow characteristics of rectangular open channels with compound vegetation roughness
    Zeng, Yuhong
    Huai, Wenxin
    Zhao, Mingdeng
    APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2016, 37 (03) : 341 - 348
  • [38] BED DEFORMATION IN CURVED ALLUVIAL CHANNELS
    STRUIKSMA, N
    OLESEN, KW
    FLOKSTRA, C
    DEVRIEND, HJ
    JOURNAL OF HYDRAULIC RESEARCH, 1985, 23 (01) : 57 - 79
  • [39] Reynolds number effects on turbulent flow in curved channels
    Soldati, Giulio
    Orlandi, Paolo
    Pirozzoli, Sergio
    JOURNAL OF FLUID MECHANICS, 2025, 1007
  • [40] Depth-average numerical modeling of flow in curved open channels
    Duc, BM
    Wenka, T
    Rodi, W
    COMPUTATIONAL METHODS IN WATER RESOURCES XI, VOL 2: COMPUTATIONAL METHODS IN SURFACE FLOW AND TRANSPORT PROBLEMS, 1996, : 285 - 294