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http://hdl.handle.net/11375/20203
Title: | The Design of Compound Critical Sections for open Channel Flow Measuresurement |
Authors: | Smith, R. L. |
Advisor: | Smith, A. A. |
Department: | Civil Engineering |
Keywords: | Open Channel;Flow Measuresurement;one-dimensional flow;computational routines |
Publication Date: | May-1972 |
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> |
URI: | http://hdl.handle.net/11375/20203 |
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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