A comparison study of the behaviors of single-phase turbulent flow at low to moderate Reynolds numbers through a vertical pipe: 3D counters analysis

Q3 Engineering
Amjed Ali, A. Morad, Rafi M. Qasim
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Abstract

The study presented three-dimensional (3D) analysis of water's upward flowing through the vertical pipe under turbulent characteristic considerations. Both numerical constructed and improved the model of 3D for cylindrical coordinates of governing equations for incompressible turbulent flow with the Reynolds Average Navier-Stokes (RANS) model using the improved constants of the (k–ε) type. The present model is then compared with a previous study to give the feasibility of the present single-phase turbulent flow parameters. The pipe length is tested to measure how much it affected the turbulent parameters though one of the expected factors is the turbulent time scale. On the other hand, the model is numerically examined to determine the velocity profile, shear rate, and surface deformation of the water domain. While the pressure distribution, turbulent kinetic energy, and turbulent dissipation rate, these parameters are classified as the mechanic's system factors. The simulation is done with wide software used to simulate industrial is COMSOL 5.4 Multiphysics software. The results obtained increased the velocity of three inlet water velocities used ranging from (0.087, 0.105, and 0.123 m/sec) of upward flow. High fluctuation in the water flow moves along the entire pipe length and it can notice the sensitivity to any change in water properties or mechanical properties. The liquid upward flow in turbulent conditions is suffered from many characteristics such them related to liquid properties and others related to the mechanics of the application through the systems. The interaction between the fluid film (fluid boarded the pipe inner diameter) has been observed by the shear rate and liquid surface deformation
中低雷诺数下垂直管内单相湍流流动特性的比较研究:三维计数器分析
本文对考虑紊流特性的垂直管道中水向上流动进行了三维分析。采用改进的(k -ε)型常数,用Reynolds平均Navier-Stokes (RANS)模型构造和改进了不可压缩湍流控制方程柱坐标的三维模型。并与前人的研究结果进行了比较,给出了所提出的单相湍流参数的可行性。通过测试管道长度来测量它对湍流参数的影响程度,而湍流时间尺度是期望的因素之一。另一方面,对该模型进行了数值验证,以确定水域的速度分布、剪切速率和表面变形。而压力分布、湍流动能和湍流耗散率则被归为力学系统因素。仿真采用广泛的工业仿真软件COMSOL 5.4 Multiphysics软件进行。结果表明,在(0.087、0.105和0.123 m/sec)上行流速范围内,三种进口水流流速均有所增加。在整个管道长度上,水流的波动很大,它可以注意到对水性质或力学性质变化的敏感性。湍流条件下的液体向上流动具有许多特性,这些特性与液体性质有关,也与通过系统的应用力学有关。通过剪切速率和液面变形观察了液膜(附着在管道内径上的流体)之间的相互作用
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
EUREKA: Physics and Engineering
EUREKA: Physics and Engineering Engineering-Engineering (all)
CiteScore
1.90
自引率
0.00%
发文量
78
审稿时长
12 weeks
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