Open channel transitions with sub-critical flow
dc.contributor.author | Arguello, Ottoniel | en |
dc.contributor.department | Civil Engineering | en |
dc.date.accessioned | 2017-01-30T21:03:17Z | en |
dc.date.available | 2017-01-30T21:03:17Z | en |
dc.date.issued | 1965 | en |
dc.description.abstract | Inlet 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.degree | Master of Science | en |
dc.format.extent | 70 leaves | en |
dc.format.mimetype | application/pdf | en |
dc.identifier.uri | http://hdl.handle.net/10919/74589 | en |
dc.language.iso | en_US | en |
dc.publisher | Virginia Polytechnic Institute | en |
dc.relation.isformatof | OCLC# 20581322 | en |
dc.rights | In Copyright | en |
dc.rights.uri | http://rightsstatements.org/vocab/InC/1.0/ | en |
dc.subject.lcc | LD5655.V855 1965.A738 | en |
dc.subject.lcsh | Hydrodynamics | en |
dc.subject.lcsh | Transition flow | en |
dc.title | Open channel transitions with sub-critical flow | en |
dc.type | Thesis | en |
dc.type.dcmitype | Text | en |
thesis.degree.discipline | Civil Engineering | en |
thesis.degree.grantor | Virginia Polytechnic Institute | en |
thesis.degree.level | masters | en |
thesis.degree.name | Master of Science | en |
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