Shape of the nappe during free overfall from a rectangular channel with zero bed slope

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dc.contributor.authorZachoval, Zbyněkcs
dc.contributor.authorBöhm, Petrcs
dc.contributor.authorPařílková, Janacs
dc.contributor.authorŠafář, Robertcs
dc.contributor.authorŠulc, Jancs
dc.coverage.issue3cs
dc.coverage.volume61cs
dc.date.issued2013-09-02cs
dc.description.abstractThe paper deals with selected procedures used to calculate the shape of compact nappe during free overfall from a smooth horizontal channel with rectangular cross section. Calculated and measured water surface and velocity conditions in the end section, the level of water surface upstream in front of the end section and the shape of the compact part of an overfall nappe are described for a particular compared case.en
dc.description.abstractThe paper deals with selected procedures used to calculate the shape of compact nappe during free overfall from a smooth horizontal channel with rectangular cross section. Calculated and measured water surface and velocity conditions in the end section, the level of water surface upstream in front of the end section and the shape of the compact part of an overfall nappe are described for a particular compared case.en
dc.formattextcs
dc.format.extent222-231cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationJournal of Hydrology and Hydromechanics. 2013, vol. 61, issue 3, p. 222-231.en
dc.identifier.doi10.2478/johh-2013-0029cs
dc.identifier.issn0042-790Xcs
dc.identifier.orcid0000-0003-0573-2107cs
dc.identifier.orcid0000-0001-6686-5873cs
dc.identifier.orcid0000-0003-4626-9825cs
dc.identifier.other101165cs
dc.identifier.researcheridS-8993-2018cs
dc.identifier.researcheridAAX-3197-2020cs
dc.identifier.scopus55256283300cs
dc.identifier.scopus55256283900cs
dc.identifier.urihttp://hdl.handle.net/11012/102749
dc.language.isoencs
dc.publisherInstitute of Hydrology of the Slovak Academy of Sciences, Institute of Hydrodynamics of the Academy of Sciences of the Czech Republiccs
dc.relation.ispartofJournal of Hydrology and Hydromechanicscs
dc.relation.urihttps://content.sciendo.com/view/journals/johh/61/3/article-p222.xmlcs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 3.0 Unportedcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/0042-790X/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cs
dc.subjectNappe shapeen
dc.subjectend depthen
dc.subjectfree overfallen
dc.subjectconfined nappeen
dc.subjectunconfined nappeen
dc.subjectnumerical modellingen
dc.subjectexperimental measurementen
dc.subjectNappe shape
dc.subjectend depth
dc.subjectfree overfall
dc.subjectconfined nappe
dc.subjectunconfined nappe
dc.subjectnumerical modelling
dc.subjectexperimental measurement
dc.titleShape of the nappe during free overfall from a rectangular channel with zero bed slopeen
dc.title.alternativeShape of the nappe during free overfall from a rectangular channel with zero bed slopeen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-101165en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:46:15en
sync.item.modts2025.10.14 10:05:26en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav vodních stavebcs

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