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dc.contributor.authorViseu, T.pt_BR
dc.contributor.authorMeireles, I.pt_BR
dc.contributor.authorMatos, J. S.pt_BR
dc.contributor.authorBung, D. B.pt_BR
dc.contributor.authorSun, Q.pt_BR
dc.date.accessioned2012-03-07T09:19:37Zpt_BR
dc.date.accessioned2014-10-10T16:15:29Zpt_BR
dc.date.accessioned2017-04-12T16:04:16Z-
dc.date.available2012-03-07T09:19:37Zpt_BR
dc.date.available2014-10-10T16:15:29Zpt_BR
dc.date.available2017-04-12T16:04:16Z-
dc.date.issued2012-02pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1003232-
dc.description.abstractStepped spillways are known to have a higher energy dissipation potential when compared to a smooth invert chute of identical slope. Therefore, the length of downstream energy dissipators can be reduced. To date, little is known about the effect of the stepped profile on the stilling basin performance. Therefore, new measurements were carried out on a large-scale stepped spillway model in combination with a USBR type III stilling basin, where conventional and modified chute blocks were analysed. Pressure heads and flow depths along the basin were measured systematically for several flow rates and tailwater conditions. The results follow the recommendations by the USBR for type III basins except at the basin entrance, similarly as observed in previous studies. The conventional or modified chute blocks were found to have a minor influence on the pressure head.pt_BR
dc.rightsopenAccesspt_BR
dc.subjectStilling basinpt_BR
dc.subjectHydraulic jumppt_BR
dc.subjectStepped spillwaypt_BR
dc.subjectPhysical modelingpt_BR
dc.subjectPressure headpt_BR
dc.titleUSBR type III stilling basin performance for steep stepped spillwayspt_BR
dc.typeconferenceObjectpt_BR
dc.identifier.seminario4th IAHR International Symposium on Hydraulic Structurespt_BR
dc.identifier.localPortopt_BR
dc.description.sectorDHA/NREpt_BR
dc.description.year2012pt_BR
dc.description.data9-11 de fevereiropt_BR
Appears in Collections:DHA/NRE - Comunicações a congressos e artigos de revista

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