首页|Near-wall flow characteristics in pipe bend dense slurries:Optimizing the maximum sliding frictional power

Near-wall flow characteristics in pipe bend dense slurries:Optimizing the maximum sliding frictional power

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In conveying concentrated liquid-solid mixtures in pipelines oriented horizontally,gravitational settling promotes a concentration-rich layer of solids at the pipe invert that degrades the wall due to sliding(abrading)action against the wall.The current study investigates near-wall flow field characteristics and then obtains flow and geometry conditions using a response surface methodology(RSM)that minimizes the maximum sliding frictional power developed in the vicinity of a 90° horizontal bend for transporting a dense solid-liquid mixture.The liquid-solid flow field is mathematically modeled with a Eulerian-Eulerian approach using the realizable κ-ε model with standard wall functions for turbulence modeling.The effect of several operating parameters such as solid concentration,mixture velocity,particle sizes,pipe diameters,and bend ratios on the near-wall flow field in the bend reveals useful insight relevant to the bend wall degradation by solid particles.A reduction of 28%in the maximum sliding frictional power is achieved with the optimized flow conditions within the operating range considered.The novel approach could be utilized in an apriori estimation of the erosion in bends for any particle-pipe wall material combination in the hydro transport of dense solids.

Solid-liquid flowWall shear-stressSliding frictional powerPipe bendResponse surface methodology(RSM)

Pankaj Kumar Gupta、Niranjan Kumar、Ram Krishna

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Department of Mechanical Engineering,School of Studies of Engineering & Technology,Guru Ghasidas Vishwavidyalaya,Bilaspur,C.G.,495009,India

Department of Mechanical Engineering,Indian Institute of Technology(Indian School of Mines)Dhanbad,Jharkhand,826004,India

Department of Mechanical Engineering Rungta College of Engineering & Technology Bhilai,C.G.,490024,India

2024

国际泥沙研究(英文版)
国际泥沙研究培训中心

国际泥沙研究(英文版)

影响因子:0.337
ISSN:1001-6279
年,卷(期):2024.39(3)