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dc.contributor.authorSingh, Vijay P.
dc.contributor.authorTayfur, Gökmen
dc.date.accessioned2016-11-07T14:49:48Z
dc.date.available2016-11-07T14:49:48Z
dc.date.issued2008-05
dc.identifier.citationSingh, V. P., and Tayfur, G. (2008). Kinematic wave theory for transient bed sediment waves in alluvial rivers. Journal of Hydrologic Engineering, 13(5), 297-304. doi:10.1061/(ASCE)1084-0699(2008)13:5(297)en_US
dc.identifier.issn1084-0699
dc.identifier.urihttp://doi.org/10.1061/(ASCE)1084-0699(2008)13:5(297)
dc.identifier.urihttp://hdl.handle.net/11147/2386
dc.description.abstractTransient bed sediment waves in alluvial rivers have been described using a multitude of hydraulic formulations. These formulations are based on some form of the St. Venant equations and conservation of mass of sediment in suspension and in bed. Depending on the assumptions employed, a hierarchy of formulations is expressed. These formulations in the literature employ uncoupled, semicoupled, or fully coupled transport models treating the sediment waves as either hyperbolic (dynamic wave) or parabolic (diffusion wave). It is, however, hypothesized that the movement of bed sediment waves in alluvial rivers can be described as a kinematic wave. Kinematic wave theory employs a functional relation between sediment transport rate and concentration and a relation between flow velocity and depth. This study summarizes the hierarchy of the formulations while emphasizing the kinematic wave theory for describing transient bed sediment waves. The applicability of the theory is shown for laboratory flume data and hypothetical cases.en_US
dc.language.isoengen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.relation.isversionof10.1061/(ASCE)1084-0699(2008)13:5(297)en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectHydraulicsen_US
dc.subjectAlluvial fansen_US
dc.subjectHydraulicsen_US
dc.subjectKinematic wave theoryen_US
dc.subjectRiversen_US
dc.subjectSedimentsen_US
dc.titleKinematic wave theory for transient bed sediment waves in alluvial riversen_US
dc.typearticleen_US
dc.contributor.authorIDTR2054en_US
dc.contributor.iztechauthorTayfur, Gökmen
dc.relation.journalJournal of Hydrologic Engineeringen_US
dc.contributor.departmentIzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume13en_US
dc.identifier.issue5en_US
dc.identifier.startpage297en_US
dc.identifier.endpage304en_US
dc.identifier.wosWOS:000255249600003
dc.identifier.scopusSCOPUS:2-s2.0-42449098156
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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