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The rheology and flow behaviour of high concentration mineral slurries

Includes bibliography.

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Bibliographic Details
Main Author: Neill, R I G
Other Authors: Lazarus, JH
Format: Thesis
Language:English
Published: Department of Civil Engineering 2014
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access_status_str Open Access
author Neill, R I G
author2 Lazarus, JH
author_browse Lazarus, JH
Neill, R I G
author_facet Lazarus, JH
Neill, R I G
author_sort Neill, R I G
collection Thesis
description Includes bibliography.
format Thesis
id oai:open.uct.ac.za:11427/8314
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:53:28.561Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2014
publishDateRange 2014
publishDateSort 2014
publisher Department of Civil Engineering
publisherStr Department of Civil Engineering
record_format dspace
source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/8314 The rheology and flow behaviour of high concentration mineral slurries Neill, R I G Lazarus, JH Civil Engineering Includes bibliography. The rheology and flow behaviour of high concentration backfill tailings are investigated using a modified Balance Beam Tube Viscometer. The viscometer is capable of producing reliable data using a computer based data acquisition system and three different tube diameters. The aim of this research is to determine the rheology of backfill tailings in order to predict friction head losses. The backfill tailings were prepared into four different particle size distributions each with a different maximum particle size. Each particle size distribution was tested over a range of high concentrations in the viscometer. The rheology of the lower concentration backfill tailings was successfully characterized using the yield-pseudoplastic model. It has been found that at high concentrations rheological characterization is impossible because the laminar flow region of the pseudo-shear diagram varies with tube diameter. This anomalous behaviour in the form of diameter dependence has been recorded in the literature. The results of high concentration tests on backfill tailings are investigated using the following theories to establish and account for the cause of the anomalous behaviour: Effective slip analysis - corrects the measured data for effective slip. Dense-Phase Model - based on the sliding friction between solid particles and the tube wall. Wall Effect - based on a reduction of in situ concentration due to a wall effect. Boundary-Layer Effect - corrects for the effect of a boundary-layer of liquid at the wall. Modified Friction Factors - takes into account the hydrodynamic lubrication between the solid particles and the tube wall. The existence of a thin layer of liquid at the wall is credible but not yet proven. The anomalous behaviour is linked to this layer. However a suitable method for correcting the measured data has not yet been established. 2014-10-11T11:59:59Z 2014-10-11T11:59:59Z 1988 Master Thesis Masters MSc http://hdl.handle.net/11427/8314 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Civil Engineering
Neill, R I G
The rheology and flow behaviour of high concentration mineral slurries
thesis_degree_str Master's
title The rheology and flow behaviour of high concentration mineral slurries
title_full The rheology and flow behaviour of high concentration mineral slurries
title_fullStr The rheology and flow behaviour of high concentration mineral slurries
title_full_unstemmed The rheology and flow behaviour of high concentration mineral slurries
title_short The rheology and flow behaviour of high concentration mineral slurries
title_sort rheology and flow behaviour of high concentration mineral slurries
topic Civil Engineering
url http://hdl.handle.net/11427/8314
work_keys_str_mv AT neillrig therheologyandflowbehaviourofhighconcentrationmineralslurries
AT neillrig rheologyandflowbehaviourofhighconcentrationmineralslurries