Experimental investigation of turbulent energy spectra affected by submerged vegetation in shallow open channel flows

被引:1
|
作者
Mao, Ran-Ran [1 ]
Lu, Yesheng [1 ]
Cheng, Nian-Sheng [1 ]
机构
[1] Zhejiang Univ, Ocean Coll, Zhoushan 316021, Peoples R China
基金
中国国家自然科学基金;
关键词
WAVING WHEAT; WIND-TUNNEL; AIR-FLOW; TRANSPORT; CANOPY; DISPERSION; ARRAYS; MOTION; LAYER;
D O I
10.1063/5.0243671
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In the presence of vegetation in open channel flows, various physical processes, such as sediment transport, may be dominated by large-scale eddies, of which mechanisms are not well understood at present. In this study, we aimed to explore vegetation-affected turbulence from the perspective of energy spectral analysis. First, we conducted a series of laboratory experiments of open channel flows with submerged vegetation by varying the flow rate, water depth, and vegetation density. With flow velocities measured using the particle image velocimetry (PIV) technique, energy spectral analyses were then performed over several representative locations in the flow field. The results show that the Kelvin-Helmholtz (KH) vortices dominate the flow in the surface layer, while the shedding wake controls the flow in the vegetation layer, particularly downstream of individual vegetation stems. The normalized frequency of the KH vortices increases for flows with dense vegetation, of which the peak value, when normalized as the Strouhal number, has an average of 0.21. Furthermore, by applying Taylor's frozen turbulent hypothesis, it is shown that both the scale of the KH vortices and the penetration depth reduce when the vegetation becomes dense. Within the vegetation layer, the minimum of the peak streamwise wavelength is observed to be related to the shedding wake, while its maximum scales with the size of the penetrating KH vortices.
引用
收藏
页数:11
相关论文
共 50 条
  • [31] Experimental study on turbulent structures in unsteady open-channel flows
    Nezu, Iehisa
    Kadota, Akihiro
    Nakagawa, Hiroji
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1994, (491 pt 2-27): : 81 - 88
  • [32] The local energy flux surrogate in turbulent open-channel flows
    Servidio, S.
    Coscarella, F.
    Penna, N.
    Gaudio, R.
    PHYSICS OF FLUIDS, 2022, 34 (11)
  • [33] A 3-D numerical simulation of the characteristics of open channel flows with submerged rigid vegetation
    Ren, Jun-tao
    Wu, Xue-fei
    Zhang, Ting
    JOURNAL OF HYDRODYNAMICS, 2021, 33 (04) : 833 - 843
  • [34] A 3-D numerical simulation of the characteristics of open channel flows with submerged rigid vegetation
    Jun-tao Ren
    Xue-fei Wu
    Ting Zhang
    Journal of Hydrodynamics, 2021, 33 : 833 - 843
  • [35] Estimate of Zero-Plane Displacement for Open-Channel Flows with Submerged Rigid Vegetation
    Mao, Ran-Ran
    Liu, Ning
    Cheng, Nian-Sheng
    JOURNAL OF ENGINEERING MECHANICS, 2024, 150 (10)
  • [36] Experimental study on flow velocity in open channel with different arrangement submerged flexible vegetation
    Hu, Xuyue
    Yang, Yifan
    Shen, Xiaoxiong
    ELECTRICAL POWER & ENERGY SYSTEMS, PTS 1 AND 2, 2012, 516-517 : 1093 - 1099
  • [37] A Semicoupled Shallow-Water Model for Vertical Velocity Distribution in an Open Channel with Submerged Flexible Vegetation
    Baruah, Anupal
    Sarma, Arup Kumar
    Hinge, Gilbert
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2022, 148 (09)
  • [38] Energy spectra in turbulent bubbly flows
    Prakash, Vivek N.
    Mercado, J. Martinez
    van Wijngaarden, Leen
    Mancilla, E.
    Tagawa, Y.
    Lohse, Detlef
    Sun, Chao
    JOURNAL OF FLUID MECHANICS, 2016, 791 : 174 - 190
  • [39] Numerical investigation of the dynamics of flexible vegetations in turbulent open-channel flows
    Dong Xu
    Jia-ning Liu
    Yun-feng Wu
    Chun-ning Ji
    Journal of Hydrodynamics, 2022, 34 : 681 - 699
  • [40] Numerical investigation of the dynamics of flexible vegetations in turbulent open-channel flows
    Xu, Dong
    Liu, Jia-ning
    Wu, Yun-feng
    Ji, Chun-ning
    JOURNAL OF HYDRODYNAMICS, 2022, 34 (04) : 681 - 699