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dc.creatorSavić, Ljubodrag
dc.creatorKapor, Radomir
dc.creatorKuzmanović, Vladan
dc.creatorMilovanović, Bojan
dc.date.accessioned2019-04-19T14:22:40Z
dc.date.available2019-04-19T14:22:40Z
dc.date.issued2014
dc.identifier.issn1741-7589
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/638
dc.description.abstractThis study considers the hydraulic design of a shaft spillway with a constriction at the upstream end of the vertical bend. The effect of key factors relating to the capacity of the crest, shaft and tunnel is assessed using hydraulic model investigations of several spillways and available experience from other relevant research. As a result, new expressions for the discharge and velocity coefficients have been established. An algorithm for the design procedure, based on previous experience, is also presented.en
dc.publisherThomas Telford Services Ltd
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/37009/RS//
dc.rightsrestrictedAccess
dc.sourceProceedings of the Institution of Civil Engineers-Water Management
dc.subjectdams, barrages & reservoirsen
dc.subjectdesign methods & aidsen
dc.subjecthydraulics & hydrodynamicsen
dc.titleShaft spillway with deflector downstream of vertical benden
dc.typearticle
dc.rights.licenseARR
dc.citation.epage278
dc.citation.issue5
dc.citation.other167(5): 269-278
dc.citation.rankM22
dc.citation.spage269
dc.citation.volume167
dc.identifier.doi10.1680/wama.12.00111
dc.identifier.rcubconv_1662
dc.identifier.scopus2-s2.0-84901788465
dc.identifier.wos000333626800004
dc.type.versionpublishedVersion


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