Chapter
Apr 26, 2012
Physical Model Study of the San Sevaine Side-Weir Diversion
Authors: R. F. Einhellig and C. A. PughAuthor Affiliations
Publication: Bridging the Gap: Meeting the World's Water and Environmental Resources Challenges
Abstract
The Bureau of Reclamation's Water Resources Research Laboratory conducted a 1:30-scale model study of a proposed side-weir diversion from San Sevaine Creek in San Bernardino County, California. The purpose of the study was to evaluate the performance of the 1.83-m-high, 853-m-long side-weir design under the supercritical flow conditions expected in the prototype. Model testing determined that the original design was more efficient than anticipated and could be shortened to 743.71 m and still meet the diversion goals. Chamfering the top of the side weir further increased its efficiency, allowing an additional reduction in length to 713.23 m.
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© 2001 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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R. F. Einhellig
Water Resources Research Laboratory, Bureau of Reclamation (D-8560), P.O. Box 25007, Denver, CO 80225-0007
C. A. Pugh
Water Resources Research Laboratory, Bureau of Reclamation (D-8560), P.O. Box 25007, Denver, CO 80225-0007
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