Hydraulic model study of a manhole junction

dc.contributor.authorParker, David G.en
dc.contributor.departmentSanitary Engineeringen
dc.date.accessioned2016-04-21T15:34:53Zen
dc.date.available2016-04-21T15:34:53Zen
dc.date.issued1967en
dc.description.abstractThe object of this investigation was the experimental investigation of the hydraulics of a flow-through manhole with one lateral connection. An attempt was made to use the conservation of momentum principle to develop a mathematical relationship which satisfied the data obtained in the model study. Three forms of the momentum equation were developed by statistical evaluation of loss coefficients. The best of the three equations was chosen on the basis of its ability to predict flow depths and its consistency with hydraulic concepts. A procedure was then developed for using this equation to obtain a value of the required outlet pipe invert 'drop for a given set of flow conditions. The use of the procedure was illustrated by the solution of an example problemĀ·of a system of three pipes.en
dc.description.degreeMaster of Scienceen
dc.format.extent62 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/70504en
dc.language.isoen_USen
dc.publisherVirginia Polytechnic Instituteen
dc.relation.isformatofOCLC# 20516117en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1967.P28en
dc.subject.lcshManholesen
dc.titleHydraulic model study of a manhole junctionen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineSanitary Engineeringen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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