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dc.contributor.authorSteppert, Michael
dc.contributor.authorEpple, Philipp
dc.contributor.authorMalcherek, Andreas
dc.date.accessioned2022-05-08T09:09:13Z
dc.date.available2022-05-08T09:09:13Z
dc.date.copyright2/8/2022 12:00:00 AM
dc.date.issued2022
dc.identifier.issn0098-2202
dc.identifier.otherfe_144_04_041101.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4284789
dc.description.abstractDischarge from sluice gate flows is commonly calculated using the Torricelli outflow velocity, which is inaccurate and must be corrected by a discharge coefficient. Moreover, this approach commonly only considers the relative gate opening, without including the impact of three-dimensional (3D) effects, scaling effects, different velocity profiles, and friction forces. Aiming for a theoretical approach that can address all flow effects for sluice gate discharge calculations, the authors applied the momentum balance theory to this problem. First, the control volume was introduced, and parameterization equations for the pressure distributions and momentum coefficients at the control volume borders for both the standard and the inclined sluice gates were determined using computational fluid dynamics (CFD) simulations. The results show good agreements with the discharge measurement results of frequently quoted experimental studies from other authors, demonstrating the potential of this approach. Also, one example of the impact of the 3D effect of various channel widths was investigated with the momentum balance theory.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleSluice Gate Discharge From Momentum Balance
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue4
dc.journal.titleJournal of Fluids Engineering
dc.identifier.doi10.1115/1.4053351
dc.journal.fristpage41101-1
dc.journal.lastpage41101-17
dc.page17
dc.treeJournal of Fluids Engineering:;2022:;volume( 144 ):;issue: 004
dc.contenttypeFulltext


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