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Modeling of sand-water slurry flow through horizontal pipe using CFD Cover

Modeling of sand-water slurry flow through horizontal pipe using CFD

Open Access
|Jul 2016

Abstract

The paper presents three-dimensional CFD analysis of two-phase (sand-water) slurry flows through 263 mm diameter pipe in horizontal orientation for mixture velocity range of 3.5-4.7 m/s and efflux concentration range of 9.95-34% with three particle sizes viz. 0.165 mm, 0.29 mm and 0.55 mm with density 2650 kg/m3. RNG k-ε turbulence closure equations with Eulerian multi-phase model is used to simulate various slurry flows. The simulated values of local solid concentration are compared with the experimental data and are found to be in good agreement for all particle sizes. Effects of particle size on various slurry flow parameters such as pressure drop, solid phase velocity distribution, friction factor, granular pressure, turbulent viscosity, turbulent kinetic energy and its dissipation have been analyzed.

DOI: https://doi.org/10.1515/johh-2016-0027 | Journal eISSN: 1338-4333 | Journal ISSN: 0042-790X
Language: English
Page range: 261 - 272
Submitted on: Jan 25, 2016
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Accepted on: May 6, 2016
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Published on: Jul 8, 2016
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2016 Manoj Kumar Gopaliya, D.R. Kaushal, published by Slovak Academy of Sciences, Institute of Hydrology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.