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dc.contributor.authorLitlabø, Tormod
dc.contributor.authorAaslid, Per
dc.contributor.authorRiise, Tarjei Lid
dc.contributor.authorHaugland, Dag
dc.date.accessioned2023-09-05T09:50:18Z
dc.date.available2023-09-05T09:50:18Z
dc.date.created2023-08-29T08:43:34Z
dc.date.issued2023
dc.identifier.issn1868-3967
dc.identifier.urihttps://hdl.handle.net/11250/3087441
dc.description.abstractShort-term hydropower scheduling seeks to find a production schedule that maximizes profit, but must also consider the hydrological balance and risk of overflow. Overflow is by nature a non-linear and non-convex phenomenon. Common approximations and relaxations may cause non-physical results such as overflow from reservoirs that are not full. This paper presents a mixed-integer linear programming formulation that can be used to prevent non-physical overflow behaviour, but that comes at a cost of significant higher solving time. To achieve an acceptable solving time, we propose a heuristic to provide tight upper bounds on the overflow variables in each time step. When applied on the model of the Fossdal watercourse in Norway, the proposed method reduces the solving time with more than 90% compared to using a conservative fixed coefficient for all time steps.en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleModelling overfow using mixed integer programming in short‑term hydropower schedulingen_US
dc.typeJournal articleen_US
dc.typePeer revieweden_US
dc.description.versionpublishedVersionen_US
dc.rights.holderCopyright 2023 the authorsen_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1
dc.identifier.doi10.1007/s12667-023-00602-2
dc.identifier.cristin2170417
dc.source.journalEnergy Systemsen_US
dc.identifier.citationEnergy Systems. 2023.en_US


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Navngivelse 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Navngivelse 4.0 Internasjonal