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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.
2014 (English)In: 19th International Conference on Hydrotransport 2014: Golden, 24 - 26 September 2014, 2014, p. 131-143Conference paper, Published paper (Refereed)
Abstract [en]

A pipeline slurry friction loss model consisting of three regimes was initially proposed by K.C. Wilson in Wilson and Sellgren (2001), then extended to a four components consisting of fluid, pseudo-homogeneous, heterogeneous and fully stratified regimes, Wilson et al. (2006). 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 ANSI/HI (2011) 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
2014. p. 131-143
National Category
Water Engineering
Research subject
Water Resources Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-31734Local ID: 5fe1b7ff-a610-4a7a-a4fd-3fbd0f93050eISBN: 978-1-63439-444-4 (print)OAI: oai:DiVA.org:ltu-31734DiVA, id: diva2:1004968
Conference
International Conference on Hydrotransport : 24/09/2014 - 26/09/2014
Note
Godkänd; 2014; 20141210 (ninhul)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2017-11-25Bibliographically approved

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Sellgren, Anders

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