Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/3425
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dc.contributor.authorAravind, J-
dc.contributor.authorK. C., Patra-
dc.contributor.authorAbinash, Mohanta-
dc.date.accessioned2020-01-01T11:31:14Z-
dc.date.available2020-01-01T11:31:14Z-
dc.date.issued2019-12-
dc.identifier.citationISH -HYDRO 2019, INTERNATIONAL CONFERENCE, INDIA,18-20 December 2019en_US
dc.identifier.urihttp://hdl.handle.net/2080/3425-
dc.descriptionCopyright of this document belongs to the proceedings publisheren_US
dc.description.abstractInvestigation of flow parameters in a meandering channel is both challenging and interesting for research dealing in river engineering. With curiosity, research has been undertaken to investigate the variation of velocity profiles both in longitudinal and lateral directions in the main channel and flood plain at various sections in a meandering compound channel with various discharges. It is necessary to observe the variation of longitudinal velocities and boundary shear stress distribution at various relative depths in meandering compound channels from in-bank to overbank flow due to its complexity in nature. The present experimental work is conducted at the Hydraulic engineering lab of the National Institute of Technology, Rourkela on a compound meandering channel.en_US
dc.subjectMeanderingen_US
dc.subjectCompound channelsen_US
dc.subjectBoundary shear stressen_US
dc.subjectVelocity contoursen_US
dc.titleBoundary Shear Stress distribution in Compound Meandering Channelen_US
dc.typeWorking Paperen_US
Appears in Collections:Conference Papers

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