The structure of turbulent flow through submerged flexible vegetation

被引:184
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
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