Erosion Rate in a Complex Pipeline Using CFD

Aimen Marrah, M. A. Rahman
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Abstract

The main objective of this study is to simulate the dynamic behavior of entrained solid-particles in a pipe flow and its role in the erosion process. A detailed parametric study changing the solid particle diameter, flow rate, pipe diameter, fluid viscosity, and solid particle density was performed to find the critical parameter that affects erosion in a pipeline. To fulfill the objectives of the study, a Computational Fluid Dynamics (CFD) simulation was conducted for water-solid flow within a complex pipeline geometry with rapid alterations in flow directions. The simulation was performed using ANSYS Fluent code. Three different turbulent models: k-epsilon (k-ε), k-omega (k-ω) and Shear Stress Transport (SST) have been compared to find out the best turbulent model validating the simulation results with the experimental results. Flow instability, turbulence, and erosion have been quantified for different sand particle size of 10, 70, 100 and 200 microns and different inlet liquid velocities of 20, 25, 30, 35 and 40 m/s. The inlet velocity has a remarkable effect in the erosion rate. We have observed that if the inlet velocity is increased from 20 m/s to 40 m/s, the erosion rate is increased from 1.73 x10−4 kg/m2.s to 2.11×10−3 kg/m2.s, respectively at a constant particle size of 200 μm. We have also observed that if the solid particle size is increased from 70 μm to 100 μm, the erosion rate is increased from 5.79 × 10−4 kg/m2.s to 8.03 × 10−4 kg/m2.s, respectively, at a constant velocity of 40 m/s. Previous studies have studied the effect of sand particles on the erosion of an elbow; however, this work introduces a complex pipeline which has three elbows and an arch. This study can be utilized for quantifying the erosion rate in complex pipeline geometry with larger pipeline diameters and varying fluid properties.
基于CFD的复杂管道侵蚀速率研究
本研究的主要目的是模拟管道流动中夹带固体颗粒的动态行为及其在侵蚀过程中的作用。通过改变固体颗粒直径、流量、管径、流体粘度和固体颗粒密度等参数,对影响管道侵蚀的关键参数进行了详细的参数研究。为了实现研究目标,对流动方向快速变化的复杂管道几何形状中的水-固流动进行了计算流体动力学(CFD)模拟。采用ANSYS Fluent软件进行仿真。对比了k-ε (k-ε)、k-ω (k-ω)和剪切应力输运(SST)三种不同的湍流模型,找出了最优的湍流模型,并将模拟结果与实验结果进行了验证。对粒径为10、70、100和200微米的砂粒和进口液体速度为20、25、30、35和40 m/s的砂粒进行了流动不稳定性、湍流和侵蚀的量化研究。入口速度对冲蚀速率有显著影响。我们观察到,如果进口速度从20米/秒增加到40米/秒,侵蚀率从1.73 × 10−4 kg/m2增加。S至2.11×10−3kg /m2。S,粒径为200 μm。我们还观察到,当固体粒径从70 μm增加到100 μm时,侵蚀速率从5.79 × 10−4 kg/m2增加。S至8.03 × 10−4 kg/m2。S,分别以40米/秒的恒定速度。先前的研究已经研究了沙粒对肘部侵蚀的影响;然而,这项工作引入了一个复杂的管道,它有三个弯头和一个拱门。该研究可用于对管道几何形状复杂、管道直径较大、流体性质变化情况下的冲蚀速率进行量化。
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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