Optimization of open canal cross sections by differential evolution algorithm

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dc.contributor.authorTuran M.E.
dc.contributor.authorYurdusev M.A.
dc.date.accessioned2024-07-22T08:20:32Z
dc.date.available2024-07-22T08:20:32Z
dc.date.issued2011
dc.description.abstractOpen canals are important water transfer structures used in water resources systems. As such, they may require substantial amount of investment depending on its length and cross section. Therefore, cross section design should be carried out on an optimization basis. Traditionally, optimal sizing of open canal cross sections are undertaken by nonlinear optimization techniques such as Lagrange Multipliers. In this study, optimum cross sections of different canal geometries are obtained using differential evolution algorithm and the findings of these exercises are compared with those of given in related literature. It is observed that differential evolution algorithm can be well applicable to the problem and capable of giving the global optima. © Association for Scientific Research.
dc.identifier.DOI-ID10.3390/mca16010077
dc.identifier.issn1300686X
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/18184
dc.language.isoEnglish
dc.publisherAssociation for Scientific Research
dc.rightsAll Open Access; Gold Open Access
dc.subjectCanals
dc.subjectHydraulic structures
dc.subjectLagrange multipliers
dc.subjectNonlinear programming
dc.subjectOptimization
dc.subjectWater resources
dc.subjectCross section designs
dc.subjectDifferential evolution algorithms
dc.subjectGlobaloptimum
dc.subjectNon-linear optimization
dc.subjectOptimal sizing
dc.subjectWater resources systems
dc.subjectWater transfers
dc.subjectEvolutionary algorithms
dc.titleOptimization of open canal cross sections by differential evolution algorithm
dc.typeArticle

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