Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/83917
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dc.contributor.authorCheng, Nian-Shengen
dc.date.accessioned2012-03-22T00:51:20Zen
dc.date.accessioned2019-12-06T15:34:34Z-
dc.date.available2012-03-22T00:51:20Zen
dc.date.available2019-12-06T15:34:34Z-
dc.date.copyright2002en
dc.date.issued2002en
dc.identifier.citationCheng, N. S. (2002). Exponential formula for bedload transport. Journal of Hydraulic Engineering, 128(10), 942-946.en
dc.identifier.issn0733-9429en
dc.identifier.urihttps://hdl.handle.net/10356/83917-
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
dc.format.extent17 p.en
dc.language.isoenen
dc.relation.ispartofseriesJournal of hydraulic engineeringen
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
dc.subjectDRNTU::Engineering::Civil engineering::Water resourcesen
dc.titleExponential formula for bedload transporten
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1061/(ASCE)0733-9429(2002)128:10(942)en
dc.description.versionAccepted versionen
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