Please use this identifier to cite or link to this item:
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 | |
|---|---|---|---|---|
| Smith_R_L_1972May_Masters.pdf | 5.26 MB | Adobe PDF | View/Open |
Items in MacSphere are protected by copyright, with all rights reserved, unless otherwise indicated.
