Date of Award:
12-2012
Document Type:
Thesis
Degree Name:
Master of Science (MS)
Department:
Civil and Environmental Engineering
Committee
Blake P. Tullis
Abstract
The need to accommodate larger reservoir discharge events has prompted the improvement or replacement of existing spillways. One possible spillway modification is the use of an in-reservoir arced labyrinth weir in place of a linear weir. Arced labyrinth weirs can increase crest length (more cycles) and have improved hydraulic efficiency in non-channelized approach flow applications, compared to traditional labyrinth weir applications. In this study, arced labyrinth weir flow characteristics were observed for eleven different laboratory-scale model geometries at the Utah Water Research Laboratory. Rating (Cd vs. HT/P) data and observations were recorded for each configuration, and discharge efficiency was determined. Cycle efficiency, which is representative of the discharge per cycle, was also reported.
Checksum
6733a0261300c716cd3fbc125d8c7297
Recommended Citation
Christensen, Nathan A., "Flow Characteristics of Arced Labyrinth Weirs" (2012). All Graduate Theses and Dissertations. 1367.
https://digitalcommons.usu.edu/etd/1367
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