1. Shodhbhagirathi @ IITR
  2. WATER RESOURCES & DEVELOPMENT MANAGMENT
  3. MASTERS' THESES (WRDM)
Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4749
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dc.contributor.authorSingh, Gaya Prasad-
dc.date.accessioned2014-10-07T13:06:31Z-
dc.date.available2014-10-07T13:06:31Z-
dc.date.issued1995-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/4749-
dc.guidePandey, Ashok D.-
dc.guideSharma, Nayan-
dc.description.abstractThe changes in stream bed profile with respect to time and space follow no certain rule. Modelling the stream bed profile has always posed a challenge to the engineers and research workers in the field of river engineering. In general the cross section profiles of a river are irregular in shape and.size making it quite difficult to represent mathematically. Examples are available of use of polynomials: for representation of stream bed profile at the calibration phase of a river model.The polynomials do not provide fair representation of the, cross section profile wherever the cross sections are highly irregular or the river channel is braided....en_US
dc.language.isoenen_US
dc.subjectWATER RESOURCES DEVELOPMENT AND MANAGEMENTen_US
dc.subjectSPATIO-TEMPORAL IDEALISATIONen_US
dc.subjectLARGE BRAIDED ALLUVIAL RIVERen_US
dc.subjectSTREAM BEDen_US
dc.titleSPATIO-TEMPORAL IDEALISATION OF TYPICAL !CROSS SECTIONS OF A LARGE BRAIDED ALLUVIAL RIVERen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number247085en_US
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