dc.contributor.authorCheng, Nian-Sheng
dc.date.accessioned2012-03-22T00:51:20Z
dc.date.available2012-03-22T00:51:20Z
dc.date.copyright2002en_US
dc.date.issued2002
dc.identifier.citationCheng, N. S. (2002). Exponential formula for bedload transport. Journal of Hydraulic Engineering, 128(10), 942-946.en_US
dc.identifier.issn0733-9429en_US
dc.identifier.urihttp://hdl.handle.net/10220/7651
dc.description.abstractAn exponential formula that does not involve the concept of the critical shear stress is derived in this study for computing bedload transport rates. The formula represents well various experimental data sets ranging from the weak transport to high shear conditions. Comparisons of the present study are also made with many previous bedload formulas commonly cited in the literature.en_US
dc.format.extent17 p.
dc.language.isoenen_US
dc.relation.ispartofseriesJournal of hydraulic engineeringen_US
dc.rights© 2002 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(2002)128:10(942)].en_US
dc.subjectDRNTU::Engineering::Civil engineering::Water resources
dc.titleExponential formula for bedload transporten_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1061/(ASCE)0733-9429(2002)128:10(942)
dc.description.versionAccepted versionen_US


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