Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams

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dc.authoridHaktanir, Tefaruk/0000-0002-8111-4557
dc.contributor.authorHaktanIr, Tefaruk
dc.contributor.authorKhalaf, Mohammed A.
dc.date.accessioned2025-02-24T17:19:08Z
dc.date.available2025-02-24T17:19:08Z
dc.date.issued2021
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractUsing the measured data on 15 laboratory models in USA, six models and one prototype in Turkey, the discharge coefficients (C's) of radial-gated ogee spillways for various gate openings and lake water surface elevations are computed. Comparison of these C's for 22 spillways with the ones given by Figure 9-31 of Design of Small Dams does not show close agreements. It is determined that C depends on both the angle O and the ratio d/H-1, rather than O only where d and H-1 are the gate opening and the upstream head, and statistically significant regression equations are computed individually for each one of 22 cases.
dc.identifier.doi10.18400/tekderg.540640
dc.identifier.endpage10945
dc.identifier.issn1300-3453
dc.identifier.issue4
dc.identifier.scopus2-s2.0-85164666346
dc.identifier.scopusqualityN/A
dc.identifier.startpage10919
dc.identifier.trdizinid535207
dc.identifier.urihttps://doi.org/10.18400/tekderg.540640
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/535207
dc.identifier.urihttps://hdl.handle.net/20.500.14440/1016
dc.identifier.volume32
dc.identifier.wosWOS:000692716800002
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.indekslendigikaynakTR-Dizin
dc.language.isoen
dc.publisherTurkish Chamber Civil Engineers
dc.relation.ispartofTeknik Dergi
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WOS_20250201
dc.subjectDischarge coefficient for partially-opened radial-gated spillways
dc.titleDischarge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams
dc.typeArticle

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