Developments in Sediment Transport Modeling in Alluvial Channels

dc.contributor.author Tayfur, Gökmen
dc.date.accessioned 2023-07-27T19:51:14Z
dc.date.available 2023-07-27T19:51:14Z
dc.date.issued 2022
dc.description.abstract This chapter discusses the developments in the mathematical modeling of sediment transport dynamics in alluvial channels. Starting with early experimental and empirical studies, it goes on to treating the processes in 1D, 2D, and 3D uniform sediment transport. Finally, it describes the treatment of the processes in 3D nonuniform sediment transport considering turbulence effects. While introducing the advancements in mathematical modeling of the dynamics, the chapter also discusses the outstanding issues like the treatment of the particle fall velocity, the particle velocity, and sediment transport rate function. © 2023 Elsevier Inc. All rights reserved. en_US
dc.identifier.doi 10.1016/B978-0-12-821962-1.00022-2
dc.identifier.isbn 9780128219621
dc.identifier.isbn 9780128219522
dc.identifier.scopus 2-s2.0-85159483211
dc.identifier.uri https://doi.org/10.1016/B978-0-12-821962-1.00022-2
dc.identifier.uri https://hdl.handle.net/11147/13665
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.relation.ispartof Handbook of HydroInformatics: Volume III: Water Data Management Best Practices en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Nonuniform sediment en_US
dc.subject Particle fall velocity en_US
dc.subject Particle velocity en_US
dc.subject Sediment transport function en_US
dc.subject Unsteady transport en_US
dc.title Developments in Sediment Transport Modeling in Alluvial Channels en_US
dc.type Book Part en_US
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gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.endpage 264 en_US
gdc.description.publicationcategory Kitap Bölümü - Uluslararası en_US
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gdc.description.startpage 257 en_US
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