86 / 2024-01-05 15:58:33
Cross-circulatory flows in meandering streams under variations of width-to-depth ratio and the subsequent dynamics of bed deformation
Meandering river,Cross-circulatory flow,River morphology,3D Numerical Simulation,Sediment transport
摘要录用
Yunshuo Cheng / Wuhan University;State Key Laboratory of Water Resources Engineering and Management
Zhiwei Li / Wuhan University;State Key Laboratory of Water Resources Engineering and Management
Ana Maria Da Silva / Queen’s Univ., Kingston, ON, Canada
The study delves into the dynamics of cross-circulatory flows and their impact on the formation of bar-pool complexes in meandering river beds, a process not yet fully understood. A series of numerical simulations are performed in 70° sine-generated meandering channel. The flow depth h is varied from 0.8 cm to 17.4 cm, with width-to-depth ratio B/h ranging from 4.6 to 100. Classical cross-circulatory pattern is observed for B/h > 9; however, lower B/h ratios triggers the emergence of outer bank cells due to Taylor-Görtler instability. Under the classical motion pattern, cross-circulatory velocity is vertically separated from the translatory velocity. It is found that the significant near-bed cross-circulatory velocity plays a crucial role in driving radial sediment movements. Using the sediment continuity equation, the bed deformation rate at the initial plan bed are computed. This reveals two distinct patterns of bed deformation, characterized by longitudinal or radially adjacent erosion-deposition zones, that is related to the longitudinal and radial near bed velocities. At significant B/h ratio (> 100), bed deformation is dominated by the convective effect of longitudinal velocity, leading to downstream migration of meander loops. As B/h decreases, the second pattern of bed deformation (due to the cross-circulatory flow) intensifies, occurring in conjunction with the first pattern but remaining less dominant. Lastly, the study discusses the variation in flow and sediment dynamics in flow exhibiting outer bank cells, serving as an extension of the current findings.
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
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