300 / 2024-02-29 10:31:54
Numerical investigation of flow and turbulent characteristics in submerged flexible canopies under fixed bending state
submerged flexible canopy flows; fixed bending deformation; shear layer; turbulent structure; canopy resistance
摘要录用
Xincong Chen / State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University
Zhimeng Zhang / State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University
Dong Xu / Key Laboratory of Water Cycle and Hydrodynamic System of Ministry of Water Resources, Hohai University
Chunning Ji / State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University
Submerged flexible canopies are widely distributed in rivers, coasts and lakes. When subjected to water flow, the canopies are usually bent and deformed to varying degrees, leading to changes in the turbulent structure and canopy resistance of the shear layer at the interface. To determine the fixed bending patterns of the canopy by fluid-solid coupling calculations, this study performs large eddy simulations of the canopy with different stiffnesses for the same bulk flow velocity (stem Reynolds number Red = 1200). These cases can reflect the influence of pure bending deformation on the canopy flows under the equilibrium state of vegetation. At the macro level, canopy bending causes a reduction of the overall water-blocking effect, shear strength and turbulent energy in the channel. The dense canopy flows develop towards sparse canopy flows or wall turbulent flows containing roughness height, and the velocity profile gradually approaches a logarithmic distribution, but the top of the canopy still possesses a similar large-scale coherent structure which penetrates into the bottom bed after a certain degree of deformation (canopy density Cdahs = 0.26 - 0.37). Instead, the near-bed generates larger scaled eddies and stronger shear stresses (1.8 times) in magnitude by this time. Double-averaged profiles show that the maximum Reynolds stress and turbulent kinetic energy both decrease by about 76% as Cauchy number (Ca) rises from 1.5 to 750. Considered from the micro perspective, the bending deformation leads to a progressive dissipation of the clockwise recirculation zone at the rear tip of vegetation, and the flows bypass the top traveling downstream, thus causing lower momentum deficit. On the other hand, the enclosed counterclockwise circulation formed in the lower part relatively retards the process of canopy-scale vortices (K-H vortex) bottoming out.
重要日期
  • 会议日期

    10月14日

    2024

    10月17日

    2024

  • 09月30日 2024

    初稿截稿日期

  • 10月17日 2024

    注册截止日期

主办单位
国际水利与环境工程学会亚太地区分会
承办单位
长江水利委员会长江科学院
四川大学
联系方式
移动端
在手机上打开
小程序
打开微信小程序
客服
扫码或点此咨询