DSpace@nitr >
National Institue of Technology- Rourkela >
Journal Articles >

Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/1094

Full metadata record

DC FieldValueLanguage
contributor.authorKhatua, K K-
contributor.authorPatra, K C-
date.accessioned2009-11-27T07:14:05Z-
date.available2009-11-27T07:14:05Z-
date.issued2009-
identifier.citationJournal of Hydraulic research, ISH December.2009en
identifier.urihttp://hdl.handle.net/2080/1094-
description.abstractWhen the flows in natural or man made channel sections exceed the main channel depth, the adjoining floodplains become inundated and carry part of the river discharge. Due to different hydraulic conditions prevailing in the river and floodplain of a compound channel, the mean velocity in the main channel and in the floodplain are different. This leads to the transfer of momentum between the main channel water and that of the floodplain making the flow structure more complex. Reliable estimates of discharge capacity and its distribution for a compound channel are essential for the design, operation, and maintenance of open channels, more importantly for the prediction of flood and flood protection measures of a two-stage compound channel.en
format.extent2387137 bytes-
format.mimetypeapplication/pdf-
language.isoen-
subjectMeandering River,en
subjectMeandering River,en
subjectFlow Interaction,en
subjectFlow distribution,en
titleFlow Distribution in Meandering Compound Channel Flowen
typeArticleen
Appears in Collections:Journal Articles

Files in This Item:

File Description SizeFormat
Journal of ISH-2009-FLOW_DISTRIBUTION_IN_MEANDERING_COMPOUND_CHANNEL_FLOW(final).pdf2331KbAdobe PDFView/Open

Show simple item record

All items in DSpace are protected by copyright, with all rights reserved.

 

Powered by DSpace Feedback