dc.contributor.authorCheng, Nian-Sheng
dc.contributor.authorChiew, Yee-Meng
dc.date.accessioned2012-03-22T00:41:33Z
dc.date.available2012-03-22T00:41:33Z
dc.date.copyright1999en_US
dc.date.issued1999
dc.identifier.citationCheng, N. S., and Chiew, Y. M. (1999). Analysis of Initiation of Sediment Suspension from Bed Load. Journal of Hydraulic Engineering, 125(8), 855-861.en_US
dc.identifier.issn0733-9429en_US
dc.identifier.urihttp://hdl.handle.net/10220/7650
dc.description.abstractA theoretical analysis of the initiation of sediment suspension is performed based on the concept of probability of suspension. The proposed condition for the initiation of sediment suspension from the top of the bed-load layer is comparable with most existing empirical relationships for large particle Reynolds numbers. The study shows that a constant Rouse parameter can be used as the critical condition for sediment suspension only for large dimensionless particle diameters. When the probability of suspension is taken to be an infinitesimal value (P = 10^−7), the derived relationship of the Shields parameter and the particle Reynolds number is in good agreement with the updated Shields diagram.en_US
dc.format.extent24 p.
dc.language.isoenen_US
dc.relation.ispartofseriesJournal of hydraulic engineeringen_US
dc.rights© 1999 ASCE. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Hydraulic Engineering, American Society of Civil Engineers. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1061/(ASCE)0733-9429(1999)125:8(855)].en_US
dc.subjectDRNTU::Engineering::Civil engineering::Water resources
dc.titleAnalysis of initiation of sediment suspension from bed loaden_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1061/(ASCE)0733-9429(1999)125:8(855)
dc.description.versionAccepted versionen_US


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