Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/2211
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dc.contributor.authorTayfur, Gökmen-
dc.contributor.authorSingh, Vijay P.-
dc.date.accessioned2016-10-11T13:24:02Z
dc.date.available2016-10-11T13:24:02Z
dc.date.issued2006-06
dc.identifier.citationTayfur, G., and Singh, V. P. (2006). Kinematic wave model of bed profiles in alluvial channels. Water Resources Research, 42(6). doi:10.1029/2005WR004089en_US
dc.identifier.issn0043-1397
dc.identifier.issn1944-7973-
dc.identifier.issn0043-1397-
dc.identifier.urihttp://doi.org/10.1029/2005WR004089
dc.identifier.urihttp://hdl.handle.net/11147/2211
dc.description.abstractA mathematical model, based on the kinematic wave (KW) theory, is developed for describing the evolution and movement of bed profiles in alluvial channels. The model employs a functional relation between sediment transport rate and concentration, a relation between flow velocity and depth and Velikanov's formula relating suspended sediment concentration to flow variables. Laboratory flume and field data are used to test the model. Transient bed profiles in alluvial channels are also simulated for several hypothetical cases involving different water flow and sediment concentration characteristics. The model-simulated bed profiles are found to be in good agreement with what is observed in the laboratory, and they seem theoretically reasonable for hypothetical cases. The model results reveal that the mean particle velocity and maximum concentration (maximum bed form elevation) strongly affect transient bed profiles.en_US
dc.language.isoenen_US
dc.publisherJohn Wiley and Sons Inc.en_US
dc.relation.ispartofWater Resources Researchen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectSediment transporten_US
dc.subjectChannel flowen_US
dc.subjectComputer simulationen_US
dc.subjectFlow of wateren_US
dc.titleKinematic wave model of bed profiles in alluvial channelsen_US
dc.typeArticleen_US
dc.authoridTR2054en_US
dc.institutionauthorTayfur, Gökmen-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume42en_US
dc.identifier.issue6en_US
dc.identifier.wosWOS:000238606100003en_US
dc.identifier.scopus2-s2.0-33746588554en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1029/2005WR004089-
dc.relation.doi10.1029/2005WR004089en_US
dc.coverage.doi10.1029/2005WR004089en_US
dc.identifier.wosqualityN/A-
dc.identifier.scopusqualityQ1-
item.fulltextWith Fulltext-
item.grantfulltextopen-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.openairetypeArticle-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
Sürdürülebilir Yeşil Kampüs Koleksiyonu / Sustainable Green Campus Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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