Open channel transitions with sub-critical flow

dc.contributor.authorArguello, Ottonielen
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2017-01-30T21:03:17Zen
dc.date.available2017-01-30T21:03:17Zen
dc.date.issued1965en
dc.description.abstractInlet transitions with sub-critical flow from trapezoidal to rectangular sections are studied. The water depths range from 5 to 10 feet and the bottom widths range from 5 to 12.5 feet. Graphs were constructed to design these types of transitions. The behavior of a given transition with different discharges is also studied. It was found that more efficiency is gained when a given transition is used with a discharge greater than the design discharge, than when the transition is used with a discharge less than the design discharge.en
dc.description.degreeMaster of Scienceen
dc.format.extent70 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/74589en
dc.language.isoen_USen
dc.publisherVirginia Polytechnic Instituteen
dc.relation.isformatofOCLC# 20581322en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1965.A738en
dc.subject.lcshHydrodynamicsen
dc.subject.lcshTransition flowen
dc.titleOpen channel transitions with sub-critical flowen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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