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Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/13570
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DC FieldValueLanguage
dc.contributor.advisorSmith, A. A.en_US
dc.contributor.authorAshenhurst, P B.en_US
dc.date.accessioned2014-06-18T17:04:25Z-
dc.date.available2014-06-18T17:04:25Z-
dc.date.created2013-10-04en_US
dc.date.issued1981-11en_US
dc.identifier.otheropendissertations/8406en_US
dc.identifier.other9487en_US
dc.identifier.other4669829en_US
dc.identifier.urihttp://hdl.handle.net/11375/13570-
dc.description.abstract<p>The report describes an interactive computer program that can be used to determine the steady state piezometric surface profile for given flow conditions in various hydraulic networks. The program is designed for use in a time-sharing mode to facilitate the setup, calibration and modification of cross-sectional data defining a hydraulic network. The network may include open channels (either natural or man made) or closed conduits, or both, in configurations of single reach, multiple tributaries or bifurcated branches with its resultant "island" flows. In addition, bridges, weirs, culverts and manholes can be modelled as transitional structures. There is a choice of six resistance laws which are selected during run time. The network geometry file is stored on secondary devices such that relatively large systems can be handled on computers of moderate size. A large part of the report comprises a set of Appendices which can serve as independent manuals for the use and modification of the programs.</p>en_US
dc.subjectCivil and Environmental Engineeringen_US
dc.subjectCivil and Environmental Engineeringen_US
dc.titleComputer Analysis of Flow Profiles in Hydraulic Networksen_US
dc.typethesisen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreeMaster of Engineering (MEngr)en_US
Appears in Collections:Open Access Dissertations and Theses

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