利用多弛豫时间晶格玻尔兹曼法研究有悬浮植被的弯曲明渠中的水流结构

IF 2.5 3区 工程技术
He-fang Jing, Qiao-ling Zhang, Wei-hong Wang, Zong-ning Zhang
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引用次数: 0

摘要

河流、湖泊、水库和运河中的悬浮植被会改变水流结构,进而影响泥沙输移,造成水生态环境的变化。为了研究通过悬浮植被的弯曲流特性,采用多松弛时间晶格玻尔兹曼法(MRT-LBM)进行了三维数值模拟。在平衡分布的速度修正中加入了植被引起的阻力,并在固体-流体边界应用了混合格式的反弹和镜面反射组合方案。在对该模型进行验证后,根据植被的根深和排列方式设计了六种情况进行数值模拟。模拟结果表明,悬浮植被可以重新分配弯曲明渠中的水流结构。悬挂植被布置后,主水流向无植被一侧移动,整个断面布置植被后流速分布趋于平衡,环流范围由整个断面减小到无植被的局部位置,但在悬挂植被进入水深小于一半的曲线上仍可存在环流。此外,还可以得出悬浮植被会影响弯曲河道中流速的横向梯度和河床切应力的结论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the flow structure in curved open channels with suspended vegetation using multi relaxation time lattice Boltzmann method

Suspended vegetation in rivers, lakes, reservoirs and canals can change flow structure, which will in turn affect the sediment transport and cause the variation of water ecological environment. In order to study the characteristics of bend flow through suspended vegetation, three-dimensional numerical simulations are carried out by using the multi-relaxation-time lattice Boltzmann method (MRT-LBM). The drag force induced by vegetation is added in the velocity correction in the equilibrium distribution and a hybrid format combined bounce and specular reflection scheme is applied in the solid-fluid boundaries. After the validation of this model, six cases are designed to conduct the numerical simulations according to the root depth and the arrangement of vegetation. The simulated results show that the suspended vegetation can redistribute the flow structure in curved open channels. After the arrangement of suspended vegetation, the main flow moves to the side without vegetation, and the distribution of velocity tends to be balanced when vegetation is arranged on the entire cross section, the range of circulating current is reduced from the whole cross section to the local position without vegetation, however, the circulating current can still exist in the curve where the suspended vegetation enters less than half of the water depth. In addition, it can also be concluded that the suspended vegetation can affect the lateral gradient of flow velocity, and the bed shear stress in the curved channel.

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来源期刊
自引率
12.00%
发文量
2374
审稿时长
4.6 months
期刊介绍: Journal of Hydrodynamics is devoted to the publication of original theoretical, computational and experimental contributions to the all aspects of hydrodynamics. It covers advances in the naval architecture and ocean engineering, marine and ocean engineering, environmental engineering, water conservancy and hydropower engineering, energy exploration, chemical engineering, biological and biomedical engineering etc.
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