"The purpose of this study is to investigate the division of flow of water in a flume of rectangular cross-section when the flume is provided with a side weir. An equation has been derived so that the quantity of water flowing over the side weir compared to the quantity of water flowing in the main channel can be predicted. This ratio is acceptable only within the ranges of heads, velocities, and weir lengths imposed by the geometry of the system tested"--Abstract, page ii.
Gevecker, Vernon A. C., 1909-1992
Zenor, Hughes M., 1908-2001
Munger, Paul R.
Oetting, R. B.
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
University of Missouri at Rolla
vi, 78 pages
© 1965 Edgar Snowden IV, All rights reserved.
Thesis - Open Access
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Link to Catalog Recordhttp://laurel.lso.missouri.edu/record=b1068712~S5
Snowden, Edgar, "Discharge characteristics of side weirs" (1965). Masters Theses. 5334.