CHAPTER 9 - SUBMERGED ORIFICES
Aisenbrey A.J., Jr, R.B. Hayes, H.J. Warren, D.L. Winsett, and R.B. Young, Design of Small Canal Structures, Bureau of Reclamation, Denver, CO, 1978.
Ball, J.W., "Flow Characteristics and Limitation of Screw-Lift Vertical Metergates," Hydraulic Laboratory Report No. HYD-471, Bureau of Reclamation, Denver, CO, March 15, 1961.
Blackwell, B.T., "Calibration of the Constant-Head Orifice Turnout1:2 Scale Model," Hydraulic Laboratory Report No. HYD-216, Bureau of Reclamation, Denver, CO, November 25, 1946 (unpublished).
Bos, M.G., ed., Discharge Measurement Structures, International Institute for Land Reclamation and Improvement, Publication 20, third revised edition, Wageningen, The Netherlands, 1989.
Buyalski, C.P., "Discharge Algorithms for Canal Radial Gates," Report REC-ERC-83-9, Bureau of Reclamation, Denver CO, December 1983.
Christiansen, J.E., "Measuring Water for Irrigation," Bulletin 588, University of California, Berkley CA, 1935.
Franke, P.G., and F. Valentin, "The Determination of Discharge Below Gates in Case of Variable Tailwater Conditions, Journal of Hydraulic Research, Vol. 7, No. 4, Delft, The Netherlands: International Association for Hydraulic Research, 1968.
Henry, H., "Discussion Diffusion of Submerged Jets," Transactions of American Society of Civil Engineers, Discussion 115, 1950.
Kruse, E.G., "The Constant-Head Orifice Farm Turnout," ARS 41-93, Agricultural Research Service, U.S. Department of Agriculture, January 1965.
Schuster, J.S. (ed.), "Water Measurement Procedures, Irrigation Operators' Workshop," Report No. REC-OCE-70-38, Bureau of Reclamation, Denver CO, September 1970.