The structure of turbulent flow through submerged flexible vegetation

被引:171
|
作者
Huai, Wen-xin [1 ]
Zhang, Jiao [1 ]
Katul, Gabriel G. [2 ,3 ]
Cheng, Yong-guang [1 ]
Tang, Xue [4 ]
Wang, Wei-jie [5 ,6 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
[2] Duke Univ, Nicholas Sch Environm, Durham, NC 27708 USA
[3] Duke Univ, Dept Civil & Environm Engn, Durham, NC 27708 USA
[4] Chongqing Shipping Engn Survey & Design Inst Yang, Chongqing 401147, Peoples R China
[5] China Inst Water Resources & Hydropower Res, State Key Lab Simulat & Regulat Water Cycle River, Beijing 100038, Peoples R China
[6] China Inst Water Resources & Hydropower Res, Water Environm Dept, Beijing 100038, Peoples R China
基金
美国国家科学基金会; 中国博士后科学基金;
关键词
Artificial flexible vegetation; coherent vortex structures; drag force; open channel flow; velocity distribution; OPEN-CHANNEL FLOW; EELGRASS ZOSTERA-MARINA; BED SHEAR-STRESS; VELOCITY DISTRIBUTION; MOMENTUM-TRANSFER; WATER-FLOW; MODEL; TRANSPORT; RESISTANCE; DRAG;
D O I
10.1007/s42241-019-0023-3
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The hydrodynamics of turbulent flow through submerged flexible vegetation is investigated in a flume using acoustic Doppler velocimetery (ADV) measurements. The flow characteristics such as the energetics and momentum transfer derived from conventional spectral and quadrant analyses are considered as the flow encounters a finite vegetation patch. Consistent with numerous canopy flow experiments, a shear layer and coherent vortex structures near the canopy top emerge caused by Kelvin-Helmholtz instabilities after the flow equilibrates with the vegetated layer. These instabilities are commonly attributed to velocity differences between non-vegetated and vegetated canopy layers in agreement with numerous experiments and simulations conducted on dense rigid canopies. The power-spectral density function for vertical velocity turbulent fluctuations at different downstream positions starting from the edge of the vegetation layer are also computed. For a preset water depth, the dominant dimensionless frequency is found to be surprisingly invariant around 0.027 despite large differences in vegetation densities. The ejection and sweep events significantly contribute to the Reynolds stresses near the top of the vegetation. The momentum flux carried by ejections is larger than its counterpart carried by the sweeps above the canopy top. However, the momentum flux carried by sweeps is larger below the top of the canopy.
引用
收藏
页码:274 / 292
页数:19
相关论文
共 50 条
  • [1] The structure of turbulent flow through submerged flexible vegetation
    Wen-xin Huai
    Jiao Zhang
    Gabriel G. Katul
    Yong-guang Cheng
    Xue Tang
    Wei-jie Wang
    Journal of Hydrodynamics, 2019, 31 : 274 - 292
  • [2] Hydrodynamics of turbulent flow in channels with submerged flexible vegetation canopy
    Tang, Caihong
    Jia, Hao
    Zhang, Shanghong
    Yi, Yujun
    Dey, Subhasish
    PHYSICS OF FLUIDS, 2025, 37 (03)
  • [3] Effect of submerged flexible vegetation on flow structure and resistance
    Järvelä, J
    JOURNAL OF HYDROLOGY, 2005, 307 (1-4) : 233 - 241
  • [4] Experimental study on turbulent flow in open channel with submerged flexible vegetation
    Tang, Xue
    Huai, Wenxin
    Wang, Weijie
    Zhao, Fang
    PROCEEDINGS OF THE SECOND CONFERENCE OF GLOBAL CHINESE SCHOLARS ON HYDRODYNAMICS (CCSH'2016), VOLS 1 & 2, 2016, : 257 - 262
  • [5] Large Eddy Simulation of Turbulent Flow Through Submerged Vegetation
    Stoesser, Thorsten
    Palau Salvador, Guillermo
    Rodi, Wolfgang
    Diplas, Panayiotis
    TRANSPORT IN POROUS MEDIA, 2009, 78 (03) : 347 - 365
  • [6] Large Eddy Simulation of Turbulent Flow Through Submerged Vegetation
    Thorsten Stoesser
    Guillermo Palau Salvador
    Wolfgang Rodi
    Panayiotis Diplas
    Transport in Porous Media, 2009, 78 : 347 - 365
  • [7] Open channel flow through different forms of submerged flexible vegetation
    Wilson, CAME
    Stoesser, T
    Bates, PD
    Pinzen, AB
    JOURNAL OF HYDRAULIC ENGINEERING, 2003, 129 (11) : 847 - 853
  • [8] Turbulent Flow in Wetlands with Submerged and Floating Vegetation
    Zhao, Mingdeng
    Xu, Linchun
    Han, Jie
    Huai, Wenxin
    JOURNAL OF COMPUTERS, 2011, 6 (06) : 1117 - 1124
  • [9] Turbulent flow through a random rigid submerged vegetation over a sinusoidal bed
    Chakraborty, P.
    Sarkar, A.
    JOURNAL OF APPLIED WATER ENGINEERING AND RESEARCH, 2021, 9 (02): : 147 - 160
  • [10] Flow resistance models for flexible submerged vegetation
    Wilson, C. A. M. E.
    JOURNAL OF HYDROLOGY, 2007, 342 (3-4) : 213 - 222