"A conceptual method to alleviate flood damages due to over-topping failures of small earthfill dams is the incorporation of a relatively thin erosion retarding layer within the dam. This paper investigates the reduction in the reservoir release due to the hypothetical erosion retarding layer. In addition, the paper provides a method for the determination of an optimal location of the layer so as to minimize the maximum possible reservoir release due to a gradually breached earth dam. The transient reservoir flow is simulated by a numerical model, based upon the solution of the one-dimensional St. Venant unsteady open-channel flow equations. These equations are solved by the method of characteristics, with appropriate boundary conditions incorporated into the solution procedure. The numerical simulation model is used to determine the reduction in reservoir release due to a single retarding layer and its optimal location for a wide range of pertinent geometric, hydraulic and dynamic parameters. The sensitivity of the results to variations in the above parameters is discussed"--Abstract, page ii.
Harbaugh, Terence E., 1935-1973
Lee, Ralph E.
Senne, Joseph H.
Grigoropoulos, Sotirios Gregory
Ho, C. Y. (Chung You), 1933-1988
Civil, Architectural and Environmental Engineering
Ph. D. in Civil Engineering
United States. Office of Water Resources Research
University of Missouri--Rolla
vii, 66 pages
© 1971 Danny Lee Fread, All rights reserved.
Dissertation - Open Access
Library of Congress Subject Headings
Dam failures -- Mathematical models
Reservoirs -- Mathematical models
Earth dams -- Design
Print OCLC #
Electronic OCLC #
Link to Catalog Recordhttp://laurel.lso.missouri.edu/record=b1066860~S5
Fread, D. L., "Transient hydraulic simulation: breached earth dams" (1971). Doctoral Dissertations. 2315.