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dc.contributor.authorKaya, Birol
dc.contributor.authorUlke, Asli
dc.date.accessioned2020-06-21T14:27:52Z
dc.date.available2020-06-21T14:27:52Z
dc.date.issued2012
dc.identifier.issn1300-3453
dc.identifier.urihttps://hdl.handle.net/20.500.12712/16583
dc.descriptionkeskin, asli ulke/0000-0002-9676-8377en_US
dc.descriptionWOS: 000302824500002en_US
dc.description.abstractSolution of Kinematic Wave Model using DQM and Sutculer Flood Example Floods are characterized by large discharges, high flow velocities and high water levels. These flood characteristics should be known for all structures to be built in river basins. In this study, Muskingum Method and Kinematic wave model (KWM) are used for flood hydrograph prediction. In the numerical solution of the KWM, the Differential Quadrature Method (DQM) is employed. Kinematic wave modeling with DQM was applied to a real flood problem for the first time in this study. For this purpose, the flood which occurred in Sutculer Degirmendere, a branch of Aksu River, was considered. The DQM simulated the measured hydrograph more suitably than Muskingum Method.en_US
dc.language.isoturen_US
dc.publisherTurkish Chamber Civil Engineersen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectflood routingen_US
dc.subjectmuskingum methoden_US
dc.subjectkinematic waveen_US
dc.subjectdifferential quadrature methoden_US
dc.titleSolution of Kinematic Wave Model using DQM and Sutculer Flood Exampleen_US
dc.typearticleen_US
dc.contributor.departmentOMÜen_US
dc.identifier.volume23en_US
dc.identifier.issue2en_US
dc.identifier.startpage5869en_US
dc.identifier.endpage5884en_US
dc.relation.journalTeknik Dergien_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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