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On equivalent roughness of mobile bed at high shear stress

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    SYSNO ASEP0328720
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JČlánek ve WOS
    TitleOn equivalent roughness of mobile bed at high shear stress
    Author(s) Matoušek, Václav (UH-J) ORCID, SAI, RID
    Krupička, Jan (UH-J) SAI, RID
    Source TitleJournal of Hydrology and Hydromechanics. - : Ústav pro hydromechaniku AV ČR, v. v. i.. - : Ústav hydrológie SAV - ISSN 0042-790X
    Roč. 57, č. 3 (2009), s. 191-199
    Number of pages9 s.
    Publication formon-line - on-line
    Languageeng - English
    CountrySK - Slovakia
    Keywordsbed shear ; experiment ; hydraulic transport ; sediment transport
    Subject RIVBK - Fluid Dynamics
    R&D ProjectsGA103/06/0428 GA ČR - Czech Science Foundation (CSF)
    CEZAV0Z20600510 - UH-J (2005-2011)
    UT WOS000268906900006
    DOI10.2478/v10098-009-0018-9
    AnnotationThe friction conditions at the top of a mobile bed are discussed for flows in the upper-plane-bed regime, i.e. for the flows with values of the bed Shields parameter larger than approximately 0.6. A special attention is devoted to flows of the bed Shields parameter bigger than 2. Experimental data for flows at high bed shear are collected from literature and new data are added from own measurements of flows of a 1.36-mm sand slurry in the 100-mm pipe loop of the Institute of Hydrodynamics. The paper analyses the data in order to evaluate a relationship among the equivalent roughness of the top of the bed and other relevant parameters. A semi-empirical formula is proposed that relates the equivalent roughness to the bed Shields parameter, the ratio of flow velocity and particle settling velocity, and the ratio of flow hydraulic radius and particle diameter. The formula is applicable primarily to flows of combined load (contact- and suspended loads together).
    WorkplaceInstitute of Hydrodynamics
    ContactSoňa Hnilicová, hnilicova@ih.cas.cz, Tel.: 233 109 003
    Year of Publishing2010
Number of the records: 1  

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