The Effect of Viscosity on Low Concentration Particle Transport in Single-Phase (Liquid) Horizontal Pipes

Author:

Najmi Kamyar1,McLaury Brenton S.1,Shirazi Siamack A.1,Cremaschi Selen2

Affiliation:

1. Mem. ASME Mechanical Engineering Department, The University of Tulsa, 800 South Tucker Drive, Tulsa, OK 74104 e-mail:

2. Department of Chemical Engineering, The University of Tulsa, 800 South Tucker Drive, Tulsa, OK 74104 e-mail:

Abstract

Particle transport has been an active area of research for many years. Despite many excellent experimental and modeling studies contributing to the fundamental understanding of particle transport, the effect of viscosity is still not well-understood. There are limited experimental studies addressing the effect of viscosity on particle transport. Even among those limited studies, contradictory conclusions have been reported in the literature. A review of the single-phase proposed models also reveals that fluid viscosity has not been well addressed in the models as well. The main focus of this study is to investigate the effect of viscosity on particle transport in laminar and turbulent flows. Experiments were performed using a 0.05 m diameter pipe. Comparisons of the obtained data with previously reported data in the literature show similar characteristics. The current study finds that liquid flow regime in the pipe plays an important role on how viscosity affects the particle transport phenomenon. Discussions presented in this work to explain the obtained experimental data shed light on this less addressed physical parameter.

Publisher

ASME International

Subject

Geochemistry and Petrology,Mechanical Engineering,Energy Engineering and Power Technology,Fuel Technology,Renewable Energy, Sustainability and the Environment

Reference48 articles.

1. Effect of Near-Wall Turbulence on Selective Removal of Particles From Sand Beds Deposited in Pipelines;ASME J. Energy Resour. Technol.,2012

2. Wasp, E. J., Aude, T. C., Kenny, J. P., Seiter, R. H., and Jacques, R. B., 1970, “Deposition Velocities, Transition Velocities, and Spatial Distribution of Solids in Slurry Pipelines,” First International Conference on the Hydraulic Transport of Solids in Pipes, Coventry, UK, Sept. 1–4, Paper No. H.4.

3. Transport of Solids at Low Concentration in Horizontal Pipes,1971

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