无限通道中下落固体粒子的壁效应

IF 1.3 4区 工程技术 Q3 MECHANICS Fluid Dynamics Research Pub Date : 2022-02-16 DOI:10.1088/1873-7005/ac55ed
K. Usman, K. Walayat, R. Mahmood, S. Jabeen
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引用次数: 0

摘要

我们研究了当颗粒靠近壁时,作用在颗粒表面的流体动力对自由下落的固体颗粒的运动和沉降的影响。计算了窄域内沉降颗粒的阻力和升力系数。采用欧拉网格来计算自由运动的固体粒子通过域的运动。采用虚拟边界法处理颗粒和流体的混合问题。为了避免粒子壁碰撞,Singh、Glowinsk和合著者提出了一种方法来处理这种相互作用。使用多重网格有限元求解器FEATFLOW(流动问题的有限元分析工具)计算颗粒流。数值实验是通过减小单个下落粒子的畴宽度来进行的。粒子的大小和密度会发生变化,以检查粒子路径。分析了粒子在收缩域内运动时的行为及其与壁的相互作用。给出了颗粒表面阻力和升力的计算结果,并与参考值进行了比较。
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Wall effects on a falling solid particle in an infinite channel
We have examined the effects caused on the motion and sedimentation of a free falling solid particle by the hydrodynamic forces acting on the particle’s surface arising when particle is close to wall. Drag and lift coefficients for a settling particle inside a narrow domain are calculated. An Eulerian mesh is adopted for computing the motion of free moving solid particles through the domain. The combined particle and fluid mixture is treated with a fictitious boundary method approach. To avoid particle-wall collisions, an approach proposed by Singh, Glowinsk and coauthors is used to handle such interactions. The particulate flow is computed using multigrid finite element solver FEATFLOW (Finite element analysis tool for flow problems). Numerical experiments are performed by decreasing domain widths for a single falling particle. The size and density of the particle is varied to inspect the particle paths. The behavior of the particle and its interaction with wall while it is moving inside constricted domains is analyzed. Results for the drag and lift forces on the surface of particle are presented and compared with the reference values.
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来源期刊
Fluid Dynamics Research
Fluid Dynamics Research 物理-力学
CiteScore
2.90
自引率
6.70%
发文量
37
审稿时长
5 months
期刊介绍: Fluid Dynamics Research publishes original and creative works in all fields of fluid dynamics. The scope includes theoretical, numerical and experimental studies that contribute to the fundamental understanding and/or application of fluid phenomena.
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