"This investigation resulted in the development of a means of predicting the discharge of water through an internal spillway type rockfill dam. From the data obtained during the various tests, equations were developed by which the coefficient of discharge for an internal spillway type rockfill dam can be determined when the core height, rock size and head causing flow are known. The equations give results with an error of less than 5%, which is adequate for engineering works"--Abstract, page 2.
Carlton, E. W.
Roberts, J. Kent, 1922-2014
Remington, Charles R., 1924-2013
Planje, Theodore J., 1919-1980
Stites, Wilbur D.
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
Missouri School of Mines and Metallurgy
© 1961 Paul Rudolph Munger, All rights reserved.
Thesis - Open Access
Library of Congress Subject Headings
Spillways -- Design and construction
Streamflow -- Mathematical models
Print OCLC #
Electronic OCLC #
Link to Catalog Record
Munger, Paul R., "Investigation of vertical internal spillways" (1961). Masters Theses. 2753.