Distribution of Boundary Shear in Compound Channel with Rough Floodplains

Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/1740

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DC Field	Value	Language
dc.contributor.author	Patra, K C	-
dc.contributor.author	Sahoo, N	-
dc.contributor.author	Khatua, K K	-
dc.date.accessioned	2012-08-13T11:11:21Z	-
dc.date.available	2012-08-13T11:11:21Z	-
dc.date.issued	2012-06	-
dc.identifier.citation	9th international conference on Advances in Fluid Mechanics (AFM-2012) University of Split,Croatia on 28th June, 2012	en
dc.identifier.uri	http://hdl.handle.net/2080/1740	-
dc.description	Copyright belongs to proceeding publisher	en
dc.description.abstract	For 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.extent	309214 bytes	-
dc.format.mimetype	application/pdf	-
dc.language.iso	en	-
dc.subject	Open channel	en
dc.subject	Compound channel	en
dc.subject	Boundary shear	en
dc.subject	Roughness	en
dc.subject	Overbank flow	en
dc.title	Distribution of Boundary Shear in Compound Channel with Rough Floodplains	en
dc.type	Article	en
Appears in Collections:	Conference Papers

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