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Experimental and numerical study on the drainage performance and fluid flow of Venturi tubes

机译:文丘里管排水性能和流体流动的实验与数值研究

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Venturi tubes have been widely applied to the mixture and drainage of fluid due to the Venturi effect. In this work, an experimental investigation and a numerical simulation are conducted to analyze the fluid flow processing and drainage performance of Venturi tubes. A Venturi experimental installation is also established, and it consists of stainless steel and Plexiglas venturi tubes, pressure gauges, and flowmeters. The relationship between pressure evolution and volume flux is experimentally measured during the fluid flow proceeding in the Venturi tubes. Fluent software is used to model the optimization of drainage efficiency in the Venturi tube. Pressure is found to increase as the volume flux of the working fluid ascends. In a contraction section, the static pressure is transformed into the velocity of fluid, and the static pressure drops. In a diffusion section, the velocity of fluid is transformed into the static pressure, and the static pressure improves. A gas–water stratification phenomenon easily occurs; that is, the gas–water stratification region moves backward as the volume flux of the working fluid increases. Numerical results show that the drainage efficiency first increases and then decreases as the diameters of the throat and drainage tubes and the diffusion angle increase. When the diameter of the throat, drainage, and diffusion tubes are 48, 18, and 70 mm to 79 mm, respectively, the drainage efficiency is in a steady state and reach 0.5, which is significantly higher than the reported value of 0.2 from the reference. Drainage efficiency shows an M-shaped change as the drainage location varies. Setting a drainage tube in the contraction section is helpful in drainage; the diameter of the drainage tube is 17.5–18.5 mm.
机译:由于文丘里效应,文丘里管已被广泛应用于流体的混合和排放。在这项工作中,进行了实验研究和数值模拟,以分析文丘里管的流体流动处理和排水性能。还建立了Venturi实验装置,该装置由不锈钢和Plexiglas文丘里管,压力计和流量计组成。在文丘里管中进行的流体流动过程中,通过实验测量了压力演变与体积通量之间的关系。 Fluent软件用于为文丘里管中的排水效率优化建模。发现压力随着工作流体的体积通量的增加而增加。在收缩部分中,静压转换为流体速度,并且静压下降。在扩散段中,流体的速度转化为静压,并且静压提高。容易发生气水分层现象;也就是说,随着工作流体体积通量的增加,气水分层区域向后移动。数值结果表明,随着喉管和排水管的直径和扩散角的增大,排水效率先增大然后减小。当喉管,引流管和扩散管的直径分别为48、18和70毫米至79毫米时,引流效率处于稳定状态并达到0.5,这大大高于报告的0.2的值。参考。排水效率随排水位置的变化呈M形变化。在收缩部分设置排水管有助于排水。排水管的直径为17.5–18.5 mm。

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