Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/93988
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dc.contributor.authorCheng, Nian-Shengen
dc.date.accessioned2012-03-22T08:35:12Zen
dc.date.accessioned2019-12-06T18:48:47Z-
dc.date.available2012-03-22T08:35:12Zen
dc.date.available2019-12-06T18:48:47Z-
dc.date.copyright2011en
dc.date.issued2011en
dc.identifier.citationCheng, N. S. (2011). Revisited Vanoni-Brooks Sidewall Correction. International Journal of Sediment Research, 26(4), 524-528.en
dc.identifier.urihttps://hdl.handle.net/10356/93988-
dc.description.abstractThe evaluation of the sidewall friction could be inconvenient in the implement of the Vanoni-Brooks sidewall correction procedure. Using the Colebrook-White equation and Nikuradse's pipe friction data, two explicit formulae are developed in this note for finding the sidewall friction factor. They are applicable for various sidewalls that are either hydrodynamically-smooth or rough, or in the transitional regime.en
dc.format.extent5 p.en
dc.language.isoenen
dc.relation.ispartofseriesInternational journal of sediment researchen
dc.rights© 2011 International Research and Training Centre on Erosion and Sedimentation and the World Association for Sedimentation and Erosion Research. This is the author created version of a work that has been peer reviewed and accepted for publication in International Journal of Sediment Research, published by Elsevier on behalf of International Research and Training Centre on Erosion and Sedimentation and the World Association for Sedimentation and Erosion Research. 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: [http://dx.doi.org/10.1016/S1001-6279(12)60010-9].en
dc.subjectDRNTU::Engineering::Civil engineering::Water resourcesen
dc.titleRevisited Vanoni-Brooks sidewall correctionen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1016/S1001-6279(12)60010-9en
item.grantfulltextopen-
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