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dc.contributor.authorUysal, Gökcen
dc.contributor.authorSchwanenberg, Dirk
dc.contributor.authorAlvarado-Montero, Rodolfo
dc.contributor.authorŞensoy, Aynur
dc.date.accessioned2019-10-21T21:11:32Z
dc.date.available2019-10-21T21:11:32Z
dc.date.issued2018
dc.identifier.issn0920-4741
dc.identifier.issn1573-1650
dc.identifier.urihttps://dx.doi.org/10.1007/s11269-017-1828-x
dc.identifier.urihttps://hdl.handle.net/11421/21035
dc.descriptionWOS: 000419916300013en_US
dc.description.abstractReservoir operations require enhanced operating procedures for water systems under stress attributed to growing water demand and consequences of changing hydro-climatic conditions. This study focuses on the management of the Yuvacik Dam Reservoir for water supply and flood mitigation in the Marmara Region of Turkey. We present an improved operating technique for fulfilling the conflicting water supply and flood mitigation objectives. This is accomplished by incorporating the long term water supply objectives into a Guide Curve (GC) whereas the extreme floods are attenuated by means of short-term optimization based on Model Predictive Control (MPC). The reference case implements operating rules with a constant GC at maximum forebay elevation targeting the fulfillment of the water supply objective. We compare the reference with a new time-dependent GC, derived using an Implicit Stochastic Optimization (ISO) approach. This new curve shows nearly the same performance regarding the water supply objectives, but significantly reduces the flooding risk downstream of the dam. Possible flood events observed at the end of the wet season, when the reservoir is at the maximum level to enable water supply for the dry season, can be eliminated by the application of an additional short-term optimization by MPC. The robustness of the approach is demonstrated via hindcasting experiments.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK) [2214A]; Anadolu University [BAP-1506F502]; TUBITAK [109Y218]en_US
dc.description.sponsorshipThe first author would like to thank The Scientific and Technological Research Council of Turkey (TUBITAK) for the scholarship (2214A program). This study is also supported by Anadolu University BAP-1506F502 and partly supported by TUBITAK 109Y218 projects. Graphs are prepared by Daniel's XL Toolbox and MATLAB 2012a (License number: 991708).en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.relation.isversionof10.1007/s11269-017-1828-xen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectReservoir Operationen_US
dc.subjectOptimizationen_US
dc.subjectSimulationen_US
dc.subjectWater Supplyen_US
dc.subjectFlood Mitigationen_US
dc.subjectModel Predictive Controlen_US
dc.titleShort Term Optimal Operation of Water Supply Reservoir under Flood Control Stress using Model Predictive Controlen_US
dc.typearticleen_US
dc.relation.journalWater Resources Managementen_US
dc.contributor.departmentAnadolu Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume32en_US
dc.identifier.issue2en_US
dc.identifier.startpage583en_US
dc.identifier.endpage597en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.institutionauthorŞensoy, Aynur


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