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arXiv 2511.17458physics.flu-dyn

蜿管中强壁调制下的层流与湍流流动

Laminar and Turbulent Flow in Wavy Pipes under Strong Wall Modulations

Spanish National Research Council(西班牙国家研究委员会)

Ismail El Mellas, Juan J. Hidalgo, Marco Dentz

AI总结:

研究蜿管中层流、过渡流和湍流流动,通过直接数值模拟分析强正弦壁波动对摩擦因子和平均速度统计的影响,揭示了壁振幅对层流摩擦和临界雷诺数的显著影响,指出传统模型不足,需引入有效水力半径概念。

摘要:

我们通过直接数值模拟研究了在轴向方向上存在强正弦壁波动的蜿管中层流、过渡流和湍流流动,研究范围为体积雷诺数1-5300。通过摩擦因子f和平均速度统计分析流动行为。根据壁振幅k,流动在体积雷诺数仅为25时可能出现反向流动,诱导局部回流区显著增加层流中的摩擦。这些效应无法通过基于总体几何参数的经典模型捕捉,但需要定义一个有效的水力半径Rh作为水力学概念。此外,壁调制在雷诺数500至1000范围内触发亚临界过渡到湍流,远低于光滑管道的经典阈值。DNS数据表明层流持续存在有上限,临界雷诺数与壁振幅呈幂律关系,与有限振幅过渡情景一致。在湍流区域,流动完全粗糙,由惯性分离和壁面诱导扰动主导,与雷诺数无关。使用水力半径作为特征长度尺度,壁振幅提供了一个稳健的等效沙粒粗糙度估计值,也是一个水力学概念。强壁波动对层流和湍流摩擦定律的影响,通过水力半径和沙粒粗糙度量化,以及临界雷诺数的振幅依赖性,强调了 Moody 图表在强壁波动管道中所有流动区域的流体量化限制。

英文摘要:

We study laminar, transitional and turbulent flow in wavy pipes using direct numerical simulations for bulk Reynolds numbers between 1-5300. Flow behaviors are analyzed in terms of the friction factor f and mean velocity statistics for strong sinusoidal wall fluctuations in axial direction. Depending on the wall amplitude k, flow reversal may appear at bulk Reynolds numbers as small as 25, inducing local recirculation zones significantly increasing friction in the laminar regime. These effects are not captured by classical models based on bulk geometric parameters, but require the definition of an effective hydraulic radius Rh as a hydrodynamic concept. Furthermore, wall modulations trigger subcritical transitions to turbulence in a Reynolds range between 500 and 1000, well below the classical threshold for smooth pipes. The DNS data suggest an upper bound for laminar persistence with a critical Reynolds number that scales as a power-law with the wall amplitude, consistent with finite amplitude transition scenarios. In the turbulent regime, flow is found to be fully rough, dominated by inertial separation and wall-induced disturbances independent of Re. Using the hydraulic radius as the characteristic length scale, the wall amplitude provides a robust estimator for the equivalent sandgrain roughness, also a hydrodynamic concept. The impact of strong wall fluctuations on laminar and turbulent friction laws, as quantified by hydraulic radius and sandgrain roughness , and the amplitude dependence of critical Reynolds number, emphasise the limitations of the Moody diagram for the flow quantification in conduits with strong wall fluctuations across all flow regimes.

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