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dc.contributor.authorCalay, Rajnish
dc.contributor.authorSarda, V.K.
dc.contributor.authorDhiman, R.
dc.date.accessioned2012-05-21T13:56:38Z
dc.date.available2012-05-21T13:56:38Z
dc.date.issued2008-12
dc.identifier.citationCalay , R , Sarda , V K & Dhiman , R 2008 , ' An empirical approach to river bed degradation. ' , The International Journal of Multiphysics , vol. 2 , no. 4 , pp. 407-419 . https://doi.org/10.1260/1750-9548.2.4.407
dc.identifier.issn1750-9548
dc.identifier.otherPURE: 693983
dc.identifier.otherPURE UUID: 97021b52-a67f-49ec-975e-ed662018b74b
dc.identifier.urihttp://hdl.handle.net/2299/8535
dc.description.abstractDegradation in a homogeneous alluvial channel due to complete stoppage of sediment downstream of a high capacity reservoir has been studied empirically. Based on dimensional analysis, a method has been established for predicting transient bed profiles in degrading alluvial stream. In addition, prediction procedures for other degradation elements like maximum degradation at any time at upstream section and degradation extent has also been evolved. The prediction procedures when tested against known data gave satisfactory results.en
dc.format.extent12
dc.language.isoeng
dc.relation.ispartofThe International Journal of Multiphysics
dc.titleAn empirical approach to river bed degradation.en
dc.contributor.institutionSchool of Engineering and Technology
dc.description.statusPeer reviewed
rioxxterms.versionofrecordhttps://doi.org/10.1260/1750-9548.2.4.407
rioxxterms.typeJournal Article/Review
herts.preservation.rarelyaccessedtrue


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