Aeration for cavitation protection of Uribante Spillway

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dc.contributor.authorColeman, H.en
dc.contributor.authorSimpson, A.en
dc.contributor.authorde Garcia, L.en
dc.contributor.conferenceAmerican Society of Civil Engineers, Hydraulics Division Specialty Conference, Frontiers in Hydraulic Engineering (1983 : Cambridge, Massachusetts, USA)en
dc.date.issued1983en
dc.description1983 Hydraulics Division Specialty Conference, American Society of Civil Engineersen
dc.description.abstractAnalytical and hydraulic model studies have been made to determine geometry for aeration ramps for Uribante spillway. Two aeration ramps were desi~ned, one at mid-length and one near the flipbucket. Analytical studies were made using finite element analysis of the jet trajectory in order to predict the air demand of the jet. Air supply flowrate was estimated by computation of hydraulic losses in the air supply conduits. The interaction of air demand and supply as functions of jet underpressure allowed prediction of air entrainment. A model study was used to confirm computation of jet trajectory.en
dc.description.statementofresponsibilityH. W. Coleman, A. R. Simpson and L. M. de Garciaen
dc.identifier.citationProceedings of the Conference on Frontiers in Hydraulic Engineering, Massachusetts, USA, 9-12 August 1983/Hung Tao Shen (ed.): pp. 438-443en
dc.identifier.isbn0872623718en
dc.identifier.orcidSimpson, A. [0000-0003-1633-0111]en
dc.identifier.urihttp://hdl.handle.net/2440/80881
dc.language.isoenen
dc.publisherAmerican Society of Civil Engineersen
dc.relation.isreplacedby2440/94860
dc.relation.isreplacedbyhttp://hdl.handle.net/2440/94860
dc.rightsCopyright © 1983, ASCEen
dc.titleAeration for cavitation protection of Uribante Spillwayen
dc.typeConference paperen
pubs.publication-statusPublisheden

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