中低雷诺数下垂直管道内单相湍流流动特性研究。第一部分:二维计数器分析

A. Morad, Rafi M. Qasim, Amjed Ali
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引用次数: 2

摘要

本文通过(2D)等高线分析,建立了低至中等雷诺数水流过垂直管道的单相湍流流动模型。基于不可压缩Reynolds平均Navier-Stokes (RANS)模型的控制方程,采用(k-e)方法建立模型,观察速度分布、静压分布、湍流动能消耗和湍流剪力墙流动等参数的确定。水的流速值分别为(0.087、0.105和0.123 m/s),用来表示长度为(1 m)、内径为(50.8 mm)的管道几何形状低至中等雷诺数下的湍流。利用[COMSOL Multiphysics 5.4和FLUENT 16.1]软件对管道内的水运动行为进行了显示。得出的结论是,单相层流的速度较低,但获得了较高的剪切力;而紊流的流体速度较高,但得到的剪切力耗散率低于层流。入口混合长度直接受流体流动方式的影响。当流体速度增加时,由于流体动力学粘度的变化,入口混合长度也会增加。通过对数值模型的二维计数器分析,得出了参数确定的变化趋势。当流体流速增大时,剪切力直接作用于近壁管层。这导致静压随着流体速度的增加而降低。而动量的变化可以解释管壁附近流体层与管壁之间的相互作用规律。最后,本文的研究结果与前人对[1]的研究结果一致,表明该趋势是令人满意的
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study of the Behaviors of Single-Phase Turbulent Flow at Low to Moderate Reynolds Numbers Through a Vertical Pipe. Part I: 2D Counters Analysis
This study presents a model to investigate the behavior of the single-phase turbulent flow at low to moderate Reynolds number of water through the vertical pipe through (2D) contour analysis. The model constructed based on governing equations of an incompressible Reynolds Average Navier-Stokes (RANS) model with (k-e) method to observe the parametric determinations such as velocity profile, static pressure profile, turbulent kinetic energy consumption, and turbulence shear wall flows. The water is used with three velocities values obtained of (0.087, 0.105, and 0.123 m/s) to represent turbulent flow under low to moderate Reynolds number of the pipe geometry of (1 m) length with a (50.8 mm) inner diameter. The water motion behavior inside the pipe shows by using [COMSOL Multiphysics 5.4 and FLUENT 16.1] Software. It is concluded that the single-phase laminar flow of a low velocity, but obtained a higher shearing force; while the turbulent flow of higher fluid velocity but obtained the rate of dissipation of shearing force is lower than that for laminar flow. The entrance mixing length is affected directly with pattern of fluid flow. At any increasing in fluid velocity, the entrance mixing length is increase too, due to of fluid kinetic viscosity changes. The results presented the trends of parametric determinations variation through the (2D) counters analysis of the numerical model. When fluid velocity increased, the shearing force affected directly on the layer near-wall pipe. This leads to static pressure decreases with an increase in fluid velocities. While the momentum changed could be played interaction rules between the fluid layers near the wall pipe with inner pipe wall. Finally, the agreement between present results with the previous study of [1] is satisfied with the trend
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