Investigation of Velocity Distribution in an Open Channel with Rigid Floating Vegetation Islands

Jawad Ashraf, Naveed Anjum, Zaheer Ahmed, Usman Ghani
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Abstract

Floating Vegetation Islands (FVIs) are commonly found on the shallow surfaces of open channels, such as rivers and canals. These FVIs can significantly alter the flow characteristics, causing changes in flow velocity and turbulence around the canopy zone. This research employs Computational Fluid Dynamics (CFD) modeling to investigate the impact of FVIs on flow velocity in an open channel. The numerical simulations were conducted using ANSYS-FLUENT software, utilizing the Reynolds Stress Model (RSM). Three patches of FVIs with a density of 2.0583/cm2 were considered in the simulations. The findings demonstrate a substantial reduction in flow velocity, up to 100%, within the vegetation zone, while a velocity increase of 285% was observed in the free adjacent zone. A shedding behavior with large and turbulent wake structures was observed behind the floating patches, whereas a significant difference in the velocity magnitudes between the upper canopy part and the lower free part (water column) was observed. This study highlights the significant influence of FVIs on flow dynamics in open channels.
带有刚性漂浮植被岛的明渠流速分布研究
漂浮植被岛(FVIs)常见于河流和运河等明渠的浅水表面。这些漂浮植被岛会极大地改变水流特性,导致冠层区周围的流速和湍流发生变化。本研究采用计算流体动力学(CFD)建模来研究 FVI 对明渠流速的影响。数值模拟采用 ANSYS-FLUENT 软件,利用雷诺应力模型 (RSM) 进行。模拟中考虑了三片密度为 2.0583/cm2 的 FVI。模拟结果表明,植被区内的流速大幅降低,降幅高达 100%,而邻近自由区的流速则增加了 285%。在漂浮斑块后面观察到了具有大型湍流尾流结构的脱落行为,同时观察到冠层上部和自由区下部(水柱)的流速大小存在显著差异。这项研究强调了浮动微观结构对明渠水流动力学的重要影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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