Hydraulics of flow through sluice gates

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dc.contributor.advisorBray, D.
dc.contributor.advisorD., Bray
dc.contributor.authorTingley, Joel
dc.date.accessioned2023-06-07T18:59:09Z
dc.date.available2023-06-07T18:59:09Z
dc.date.issued1997
dc.description.abstractThe sluice gate is a common control device used in hydraulic engineering. In designing such gates, the hydraulic engineer has to be able to develop the approximate head-discharge relationship for various positions of the gate. The purpose of the present study is to determine the discharge based on various geometric parameters. Through extensive laboratory testing and manipulation of known formulas, discharge models will be determined for three main flow conditions. These conditions include the following: - flow through a gated structure with no gate effect, - free jet flow through a gated structure, and - submerged jet flow through a gated structure. By inputting the flow condition and various other parameters, the discharge may be accurately determined for the studied conditions.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteTingley, Joel (1997). Hydraulics of flow through sluice gates . (Engineering Senior Report no. T-1777 1997). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1777 1997 1882/12194
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/32172
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleHydraulics of flow through sluice gates
dc.typesenior report
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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