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Influence of velocity gradient on optimisation of the aggregation process and properties of formed aggregates. Part 2. Quantification of the influence of agitation intensity and time on the properties of formed aggregates

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    SYSNO ASEP0364483
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JČlánek ve WOS
    TitleInfluence of velocity gradient on optimisation of the aggregation process and properties of formed aggregates. Part 2. Quantification of the influence of agitation intensity and time on the properties of formed aggregates
    Author(s) Polášek, Pavel (UH-J)
    Source TitleJournal of Hydrology and Hydromechanics. - : Ústav pro hydromechaniku AV ČR, v. v. i.. - : Ústav hydrológie SAV - ISSN 0042-790X
    Roč. 59, č. 3 (2011), s. 196-205
    Number of pages10 s.
    Languageeng - English
    CountrySK - Slovakia
    Keywordsinline high density suspension (IHDS) formation process ; aggregation phases ; aggregate properties ; compactness ; relative density of aggregates
    Subject RIVBK - Fluid Dynamics
    R&D ProjectsGA103/07/1016 GA ČR - Czech Science Foundation (CSF)
    CEZAV0Z20600510 - UH-J (2005-2011)
    UT WOS000295950800005
    DOI10.2478/v10098-011-0016-6
    AnnotationThe follow up research into the IHDS process was carried out with a Couette device. The effects of the agitation intensity (G) and the agitation time on the kinetics and the mechanism of the aggregation process were studied. The very favourable influence of high agitation intensity for the formation of more compact and dense aggregates was confirmed. It was also proved that the agitation intensity and time are the inherent means influencing the properties of the resultant aggregates such as their size, shape, density and homogeneity. It was confirmed that the aggregation process passes through a minimum. Furthermore, it was verified that the aggregation process takes place in four consecutive phases, namely the phase of a) formation, b) compaction, c) steady (equilibrium) state and d) inner restructuring. The pattern of the aggregates development in these phases remains the same irrespective of the magnitude of G applied but the time at which these phases are completed is G dependent.
    WorkplaceInstitute of Hydrodynamics
    ContactSoňa Hnilicová, hnilicova@ih.cas.cz, Tel.: 233 109 003
    Year of Publishing2012
Number of the records: 1  

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