Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/1740
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dc.contributor.authorPatra, K C-
dc.contributor.authorSahoo, N-
dc.contributor.authorKhatua, K K-
dc.date.accessioned2012-08-13T11:11:21Z-
dc.date.available2012-08-13T11:11:21Z-
dc.date.issued2012-06-
dc.identifier.citation9th international conference on Advances in Fluid Mechanics (AFM-2012) University of Split,Croatia on 28th June, 2012en
dc.identifier.urihttp://hdl.handle.net/2080/1740-
dc.descriptionCopyright belongs to proceeding publisheren
dc.description.abstractFor uniform bounded flow conditions, much of the hydraulic resistance may be attributed to grain roughness and flow characteristics with further accounting for other forces. The resistance to flow by the channel boundary is manifested in the form of distribution of boundary shear along the periphery. In the present work, the validated equations of shear stress distributions across the boundary of main channel and roughened flood plain are analyzed and tested for compound channel having high width ratio of 15.75 and their flow conditions using fresh lab data recorded for this purpose as well as for FCF data for a better comparison.en
dc.format.extent309214 bytes-
dc.format.mimetypeapplication/pdf-
dc.language.isoen-
dc.subjectOpen channelen
dc.subjectCompound channelen
dc.subjectBoundary shearen
dc.subjectRoughnessen
dc.subjectOverbank flowen
dc.titleDistribution of Boundary Shear in Compound Channel with Rough Floodplainsen
dc.typeArticleen
Appears in Collections:Conference Papers

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