Application of aı approaches to estimate discharge coefficient of novel kind of Sharp-Crested V-Notch weirs

dc.contributor.authorGharehbaghi, Amin
dc.contributor.authorGhasemlounia, Redvan
dc.date.accessioned2022-08-11T06:53:47Z
dc.date.available2022-08-11T06:53:47Z
dc.date.issuedMAR 1 2022en_US
dc.departmentHKÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractIn this study, the hydraulic features of the SCVW (a novel type of sharp-crested V-notch weirs) were scrutinized in the popular vertex angles theta, i.e., 30 degrees, 45 degrees, 60 degrees, 90 degrees, 120 degrees, 128 degrees, and 150 degrees, under aerated, steady and free overflow conditions in an open channel for large physical models. To assess the changes of the discharge coefficient of the SCVW (i.e., C-dSCVW) versus weir height and theta, widespread laboratory works were performed by measuring the water head over the crest of the weir and the discharge. Special formulas for the C-dSCVW in the theta=60 degrees were checked, and an appropriate empirical equation was recommended. The calculated C-dSCVW by the proposed equation was within 0%-10% of the measured values. Three types of nonparametric artificial intelligence (AI) methods, namely, support vector regression (SVR), gene expression programming (GEP), and a robust hybrid model entitled hybrid (SVR-ACO) were developed to estimate the C-dSCVW. For the sake of modeling, 196 experimental datasets were applied in the mentioned methods to evaluate the C-dSCVW by taking into consideration the dimensionless variables which impact the determining procedure of the C-dSCVW. In this modeling, by varying the architecture and core factors of the aforementioned methods, several scenarios were defined. The generated mathematical equation of C-dSCVW by the best scenario of the GEP was compared with the corresponding measured values in which ten_US
dc.identifier.citationGharehbaghi, A., & Ghasemlounia, R. (March 01, 2022). Application of aı approaches to estimate discharge coefficient of novel kind of Sharp-Crested V-Notch weirs. Journal of Irrigation and Drainage Engineering, 148, 3.)en_US
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0001646
dc.identifier.issn0733-9437
dc.identifier.issn1943-4774
dc.identifier.issue3en_US
dc.identifier.orcid0000-0002-2898-3681en_US
dc.identifier.scopus2-s2.0-85122822852
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.1061/(ASCE)IR.1943-4774.0001646
dc.identifier.urihttps://hdl.handle.net/20.500.11782/2655
dc.identifier.volume148en_US
dc.identifier.wosWOS:000742413100003
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherASCE-AMER SOC CIVIL ENGINEERSen_US
dc.relation.ispartofJOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/restrictedAccessen_US
dc.subjectArtificial intelligence (AI) methodsen_US
dc.subjectExperimental modelen_US
dc.subjectDischarge coefficient of the SCVWen_US
dc.subjectFlow measurementen_US
dc.titleApplication of aı approaches to estimate discharge coefficient of novel kind of Sharp-Crested V-Notch weirs
dc.typeArticle

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