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Pump and pipeline performance when pumping slurries with different particle gradings
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Architecture and Water.
GIW Industries Inc..
GIW Industries Inc..
Czech Technical University in Prague.
Number of Authors: 4
2016 (English)In: Canadian Journal of Chemical Engineering, ISSN 0008-4034, E-ISSN 1939-019X, Vol. 94, no 6, 1025-1031 p.Article in journal (Refereed) Published
Abstract [en]

A pipeline slurry friction loss model consisting of three regimes was initially proposed by Wilson then extended to four components consisting of fluid, pseudo-homogeneous, heterogeneous, and fully stratified regimes. The weighting technique using up to four regime-related components often works well for friction loss estimations based on simple input data and model parameters. This also holds for the Hydraulic Institute's pump performance derating procedure for settling slurries. The comparisons and discussion focus on coarse particle slurries and some cases where the modelling estimations for pipeline and pump performance were not particularly accurate

Place, publisher, year, edition, pages
2016. Vol. 94, no 6, 1025-1031 p.
National Category
Water Engineering
Research subject
Water Resources Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-37658DOI: 10.1002/cjce.22489Scopus ID: 2-s2.0-84992302755Local ID: bbdc5242-8557-438c-9c33-35ab6880f8eaOAI: oai:DiVA.org:ltu-37658DiVA: diva2:1011156
Conference
International Conference on Hydrotransport : 24/09/2014 - 26/09/2014
Note

Validerad; 2016; Nivå 1; 20160502 (andbra); Konferensartikel i tidskrift

Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2017-03-10Bibliographically approved

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