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http://hdl.handle.net/11375/20203
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.advisor | Smith, A. A. | - |
dc.contributor.author | Smith, R. L. | - |
dc.date.accessioned | 2016-08-24T16:31:06Z | - |
dc.date.available | 2016-08-24T16:31:06Z | - |
dc.date.issued | 1972-05 | - |
dc.identifier.uri | http://hdl.handle.net/11375/20203 | - |
dc.description.abstract | <p> Weirs of the conventional shape are amenable to analysis based on an assumption of one-dimensional flow and a number of computational routines have been developed for this type of transition problem. When critical flow occurs in a highly non-uniform section, a more sophisticated approach is necessary. </p> <p> In conjunction with laboratory tests on a typical compound control, a mathematical mode was formulated for the development of the stage-discharge relation. It is felt that this model will allow an accurate prediction for water quantity from fluctuating sources. </p> | en_US |
dc.language.iso | en | en_US |
dc.subject | Open Channel | en_US |
dc.subject | Flow Measuresurement | en_US |
dc.subject | one-dimensional flow | en_US |
dc.subject | computational routines | en_US |
dc.title | The Design of Compound Critical Sections for open Channel Flow Measuresurement | en_US |
dc.contributor.department | Civil Engineering | en_US |
dc.description.degreetype | Thesis | en_US |
dc.description.degree | Master of Engineering (MEngr) | en_US |
Appears in Collections: | Open Access Dissertations and Theses |
Files in This Item:
File | Description | Size | Format | |
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Smith_R_L_1972May_Masters.pdf | 5.26 MB | Adobe PDF | View/Open |
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