Please use this identifier to cite or link to this item: http://dspace2020.uniten.edu.my:8080/handle/123456789/21537
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dc.contributor.authorMoghadam M.K.en_US
dc.contributor.authorAmini A.en_US
dc.contributor.authorMalek M.A.en_US
dc.contributor.authorMohammad T.en_US
dc.contributor.authorHoseini H.en_US
dc.date.accessioned2021-12-21T02:41:56Z-
dc.date.available2021-12-21T02:41:56Z-
dc.date.issued2019-
dc.identifier.urihttp://dspace2020.uniten.edu.my:8080/handle/123456789/21537-
dc.description.abstractThe effects of changes in the angle of pool impact plate, plunging depth, and discharge upon the dynamic pressure caused by ski-jump buckets were investigated in the laboratory. Four impact plate angles and four plunging depths were used. Discharges of 67, 86, 161, and 184 L/s were chosen. For any discharge, plunging depth and impact plate angle were regulated, and dynamic pressures were measured by a transducer. The results showed that with the increase in the ratio of drop length of the jet to its break-up length (H/Lb), and with an increase in the impact plate angle, the mean dynamic pressure coefficient decreased. An inspection of the plunging depth (Y) ratio to the initial thickness of the jet (Bj) revealed that when Y/Bj > 3, the plunging depth of the downstream pool reduced dynamic pressure. At the angle of 60°, the dynamic pressure coefficient due to increasing in plunging depth varied from 34% to 95%. © 2019 by the authors.en_US
dc.language.isoenen_US
dc.titlePhysical modeling of ski-jump spillway to evaluate dynamic pressureen_US
dc.typearticleen_US
item.cerifentitytypePublications-
item.languageiso639-1en-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextreserved-
item.openairetypearticle-
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