Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/16738
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dc.contributor.authorDey, S.-
dc.contributor.authorLambert, M.-
dc.date.issued2005-
dc.identifier.citationJournal of Hydraulic Engineering, 2005; 131(7):610-614-
dc.identifier.issn0733-9429-
dc.identifier.issn1943-7900-
dc.identifier.urihttp://hdl.handle.net/2440/16738-
dc.description© 2005 ASCE-
dc.description.abstractExpressions for the Reynolds stress and bed shear stress are developed for nonuniform unsteady flow in open channels with streamwise sloping beds, assuming universal (logarithmic) velocity distribution law and using the Reynolds and continuity equations of two-dimensional open-channel flow. The computed Reynolds stress distributions are in agreement with experimental data.-
dc.description.statementofresponsibilitySubhasish Dey and Martin F. Lambert-
dc.language.isoen-
dc.publisherASCE-Amer Soc Civil Engineers-
dc.source.urihttp://scitation.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JHEND8000131000007000610000001&idtype=cvips&gifs=yes-
dc.titleReynolds stress and bed shear in nonuniform unsteady open-channel flow-
dc.typeJournal article-
dc.identifier.doi10.1061/(ASCE)0733-9429(2005)131:7(610)-
pubs.publication-statusPublished-
dc.identifier.orcidLambert, M. [0000-0001-8272-6697]-
Appears in Collections:Aurora harvest 6
Civil and Environmental Engineering publications
Environment Institute publications

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