<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />30,
<br />
<br />31.
<br />
<br />32,
<br />
<br />33,
<br />
<br />34,
<br />
<br />35,
<br />
<br />36,
<br />
<br />37,
<br />
<br />38,
<br />
<br />39.
<br />
<br />40,
<br />
<br />41.
<br />
<br />42,
<br />
<br />43,
<br />
<br />44,
<br />
<br />Muller Engineering Co" Inc., "Drop Structure Procedure", Project 8015, Urban Drainage
<br />and Flood Control District, 1980.
<br />
<br />Mussetter, Robert A, "Equilibrium Slopes Above Channel Control Structures", Civil
<br />Engineer, Simons, Li and Associates, Inc" Fort Collins, Colorado; Published in Svmoosium
<br />on Erosion and Sedimentation, Co-Edited by Ruh-Ming Li; Peter F, Lagasse, Simons, Li
<br />and Associates, Inc" 1983,
<br />
<br />Myers, T. Jr" "Rock Riprap Gradient Control Structures", Applying Hydraulic Research,
<br />ASCE Specialty Conference.
<br />
<br />Olivier, Henry, "1brough and Overflow Rockfill Dams - New Design Techniques", Journal
<br />of the Institute of Civil Engineering, Paper No, 7012, 1967,
<br />
<br />Peterka, AJ" Hvdraulic Design of Stilling: Basins and Enerl!V Dissipators, Eng, Monograph
<br />No, 25, States Department of the Interior, Bureau of Reclamation, 1958.
<br />
<br />Powledge, George R, and R,A Dodge, "Overtopping of Small Dams - An Alternative for
<br />Dam Safety", Bureau of Reclamation, Engineering and Research Center, Denver, Colorado;
<br />Published in Hvdraulics and Hydrolol!V in the Small Comouter Age, Volume 2, edited by
<br />William R, Waldrop, 1985,
<br />
<br />Posey, Chesley J" "Flood-Erosion Protection for Highway Fills", with discussion by Messrs,
<br />Gerald H, Matthes, Emory W, Lane, Carl F, Izzard, Joseph N. Bradley, Carl E, Kindsvatter,
<br />and Parley R, Nutey, ASCE, 1955,
<br />
<br />Reese, Anderson J., Nomographic Riprao Desi{!l1. Hydraulics Laboratory, U.S, Department
<br />of the Army, 1986,
<br />
<br />Reese, Andrew J" "Riprap Sizing - Four Methods", Published in Water for Resource
<br />Development. Edited by David L. Schreiber, 1984,
<br />
<br />Reeves, Gary N" "Planned Overtopping of Embankments Using Roller Compacted
<br />Concrete", Freese and Nichols Inc., Fort Worth, Texas, Published in Hvdraulics and
<br />Hvdrolol!V in the Small Computer Ag:e, Volume 2, edited by William R Waldrop, 1985.
<br />
<br />Sabol, George V, and RJ. Martinez, Civil Engineering Department, New Mexico State
<br />University, Energ:v Dissipator /Grade Control Structures for Steep Channels, Phase II,
<br />Albuquerque Metropolitan Arroyo Flood Control Authority and City of Albuquerque, 1982,
<br />
<br />(Not used in report)
<br />
<br />Samad, Mohammed A, Analysis of Riorao for Channel Stabilization, Ph,D. Dissertation,
<br />Department of Civil Engineering, Colorado State University, 1978,
<br />
<br />Samad, Mohammed A, J,M, Pflaum, and W.e. Taggart, and R,E, McLaughlin, "Modeling
<br />of the Undular Jump for White River Bypass", Published in Water Forum '86: World
<br />Water Issues in Evolution, Volume 1, edited by Mohammed Karamoutz, George R, Baumli
<br />and William J, Brich, 1986,
<br />
<br />Sandover, J,A and p, Holmes, "1be Hydraulic Jump in Trapezoidal Channels", Water
<br />Power, 1962.
<br />
|