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Merodavno trajanje kiša za proračun velikih voda na neizučenim slivovima

dc.creatorPlavšić, Jasna
dc.creatorZlatanović, Nikola
dc.creatorTodorović, Andrijana
dc.date.accessioned2021-01-12T13:42:57Z
dc.date.available2021-01-12T13:42:57Z
dc.date.issued2019
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2221
dc.description.abstractDesign flood flows in small ungauged basins are traditionally estimated by calculating flood hydrographs resulting from design storms. This paper considers traditional application of the synthetic unit hydrograph and the SCS method and the choice of the design storm duration for a case study of the Obnica River basin. By comparing the design floods obtained from design storms and the observed flood flows, recommendations for the engineering practice are given.sr
dc.language.isoensr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/37010/RS//sr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/37005/RS//sr
dc.rightsopenAccesssr
dc.source7th Int. Conf. Contemporary Achievements in Civil Engineeringsr
dc.subjectfloodssr
dc.subjectdesign stormssr
dc.subjectstorm durationsr
dc.subjectsynthetic unit hydrographsr
dc.subjectSCS methodsr
dc.titleDesign storm duration for estimation of floods in ungauged basinssr
dc.titleMerodavno trajanje kiša za proračun velikih voda na neizučenim slivovimasr
dc.typeconferenceObjectsr
dc.rights.licenseARRsr
dc.citation.epage86
dc.citation.spage77
dc.identifier.doi10.14415/konferencijaGFS2019.007
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs/bitstream/id/8869/bitstream_8869.pdf
dc.type.versionpublishedVersionsr


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