垂直管道内砂粒浓度分布:CFD与实验分析

T. Sedrez, S. Shirazi
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引用次数: 0

摘要

流线内砂的浓度可以直接影响各种管道和管件部件的侵蚀程度。文献中已有的侵蚀模型表明,侵蚀与沙粒浓度之间的关系是线性的。此外,一些作者认为,当砂的体积浓度约低于0.75%(相当于液体质量的2%)时,砂的浓度对侵蚀速率的影响是最小的。然而,人们可能会问,随着砂粒撞击位置的局部浓度在流动几何形状中发生变化,这种对砂粒浓度的限制在不同的几何形状中是如何变化的,以及这如何影响最大的局部侵蚀速率。因此,本文采用CFD模拟和实验相结合的方法,研究了液-固和液-气-固两种流动方式下垂直管道和双弯管内的砂浓度分布。实验在两个垂直管段(101.6 mm减少到50.8 mm内径)的设施中进行,紧接着第一弯头和第二弯头(50.8 mm内径),从弯头的内径到外径。浓度分布与第一弯头和第二弯头的侵蚀测量结果有关。最后,对液-砂和液-气-砂流动的相应实验进行了CFD模拟,并对实验侵蚀模式、侵蚀幅度以及不同浓度分布进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sand Particle Concentration Distribution Inside Vertical Pipes: A CFD and Experimental Analysis
The concentration of the sand inside the flowlines can directly affect the magnitude of erosion in various pipelines and pipe fittings components. The erosion models available in the literature suggest that the relationship between erosion and sand concentration is linear. Furthermore, some authors believe that for a volume concentration of sand approximately below 0.75% by volume (corresponding to about 2% by mass in liquid), the effects of sand concentration on the rate of erosion are minimal. However, one could ask how this limitation on the amount of sand concentration varies in various geometries as the local concentration at the location where the sand particles are impacting can change within a flow geometry and how this can affect the maximum local erosion rates. Therefore, the sand concentration distributions inside a vertical pipe and two elbows in series for liquid-solid and liquid-gas-solid flows are examined in this investigation by CFD simulations and experimentally. Experiments are performed in a facility with two vertical pipe sections (101.6 mm reducing to a 50.8 mm inner pipe diameters) and immediately after the first and second elbows (50.8 mm inner pipe diameter) from the inner to the outer diameter of the elbows. The concentration distributions are associated with erosion measurement results in both the first and the second elbows. Finally, the CFD simulations of the corresponding experiments in liquid-sand and liquid-gas-sand flows are conducted and compared with the experimental erosion patterns and magnitude as well as various concentration distributions.
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