阻力参数对采用多孔方法模拟水下植被流的影响

IF 2.5 3区 工程技术 Journal of Hydrodynamics Pub Date : 2024-08-16 DOI:10.1007/s42241-024-0046-2
Meng-yang Liu, Yi-sen Wang, Yi-qing Gong, Shu-xia Wang
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引用次数: 0

摘要

在使用多孔方法模拟植被流时,阻力系数的合理性会对计算结果产生重大影响。本研究采用大涡模拟(LES)定量研究了阻力参数对水下植被流主要流动特征的影响。结果表明,阻力系数的变化会显著改变自由流层中植被层中部和水面附近的流速。与纵向速度相比,阻力系数对雷诺应力垂直分布的影响更为明显,尤其是在植被层顶部的峰值。只有当剪切尺度流占优势时,多孔方法才能准确地再现纵向流速和雷诺应力的垂直分布,与实验测量结果一致。在植被密度适中的情况下,由于二次流强度较大,阻力系数的波动对数值结果的影响比植被非常密集时更大。因此,应谨慎选择阻力系数值,尤其是在没有实验测量数据进行验证的情况下。
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The influence of drag parameter on submerged vegetation flow simulation using a porous approach

In simulating vegetated flows using the porous approach, the reasonableness of the drag coefficient significantly impacts the calculation results. This study employs large eddy simulation (LES) to quantitatively investigate the effect of drag parameters on key flow characteristics in submerged vegetated flows. The results indicate that changes in the drag coefficient significantly alter the velocity in the middle of the vegetation layer and near the water surface in the free-flow layer. Compared with longitudinal velocity, the drag coefficient has a more pronounced effect on the vertical distribution of Reynolds stress, especially its peak at the top of the vegetation layer. The porous approach can accurately reproduce the vertical distribution of longitudinal velocity and Reynolds stress, consistent with experimental measurements, only when shear-scale flow dominates. Due to the high-intensity secondary flow under moderate vegetation density, fluctuations in the drag coefficient have a more significant impact on the numerical results than in very dense vegetation. Therefore, selecting the drag coefficient value should be done cautiously, especially in the absence of experimental measurements for validation.

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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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