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dc.creatorStarinac, Danica
dc.creatorVojt, Predrag
dc.creatorDamnjanović, Marijana
dc.creatorŽugić, Dragiša
dc.creatorKapor, Radomir
dc.creatorSavić, Ljubodrag
dc.creatorZindović, Budo
dc.creatorĐajić, Predrag
dc.date.accessioned2019-04-19T14:23:46Z
dc.date.available2019-04-19T14:23:46Z
dc.date.issued2015
dc.identifier.issn2217-5547
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/688
dc.description.abstractThe design of the Beni Slimane Dam (Medea Province, Algeria) has been verified by scale model analyses, conducted on two separate physical models - the partial model of the labyrinth spillway and the complete model of flood evacuation structures. This paper describes the analyses carried out on the complete model, scaled 1:30. The initial design of the chute and stilling basin was optimized on the basis of model testing. Tests carried out on the scale model with a movable bottom (river bed) were very helpful for the design of downstream erosion protection.en
dc.publisherSerbian Water Pollution Control Society, Belgrade
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/37005/RS//
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/37009/RS//
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/37010/RS//
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/37014/RS//
dc.rightsopenAccess
dc.sourceWater research and management
dc.subjectscale modelen
dc.subjectfull modelen
dc.subjectlabyrinth spillwayen
dc.subjectBeni Slimaneen
dc.titleScale modeling of Beni Slimane Damen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage22
dc.citation.issue1
dc.citation.other5(1): 9-22
dc.citation.rankM51
dc.citation.spage9
dc.citation.volume5
dc.identifier.rcubconv_696
dc.type.versionpublishedVersion


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