植被剪切流的水动力不稳定性

IF 2.5 3区 工程技术 Journal of Hydrodynamics Pub Date : 2024-10-24 DOI:10.1007/s42241-024-0060-4
Rajesh K. Mahato
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引用次数: 0

摘要

我们用线性稳定性分析的方法研究了淹没植被流中相干涡的成因。数学框架由流体质量和动量守恒方程组成。这个问题是通过在底层未受干扰的流上施加正常模态扰动来解决的。我们发现,扰动的增长率对于特定的波数(称为临界波数)具有最大的幅度。临界波数表示淹没植被流中相干涡出现的最有利波数。临界波数随流雷诺数增大而增大,植被高度和密度增大。初始相干涡的迁移速度以植被高度的最小值为特征。稳定性图中的不稳定区超出了临界雷诺数。临界雷诺数表示淹没植被流中相干涡出现的起始点。本研究的预测与已有的理论和实验工作是一致的。
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Hydrodynamic instability of vegetated shear flows

We examine the genesis of coherent vortices in submerged vegetated flows by means of a linear stability analysis. The mathematical framework is comprised of the conservation equations of fluid mass and momentum. The problem is tackled by imposing normal mode perturbations over an underlying undisturbed flow. We find that the growth rate of perturbations takes maximum magnitude for a specific wavenumber, termed as the critical wavenumber. The critical wavenumber indicates the most favorable wavenumber of coherent vortices emerging in submerged vegetated flows. The critical wavenumber amplifies as the flow Reynolds number, and vegetation height and density augment. The migration velocity of incipient coherent vortices characterizes minimum magnitude for a selected value of the vegetation height. The unstable zone in the stability diagram embarks beyond a critical Reynolds number. The critical Reynolds number designates the onset of coherent vortex appearance in submerged vegetated flows. The predictions of the present study are congruent with the existing theoretical and experimental works.

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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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