In this chapter, we present a brief discussion on the flows in a channel connecting two reservoirs, air entrainment, flow through culverts, and flow measurement. Most of this discussion involves application of the material presented in the previous chapters.
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References
Ackers, P., White, W. R., Perkins, J. A., and Harrison, A. J. M., Weirs and Flumes for Flow Measurement, John Wiley & Sons, New York, NY.
Benson, M. A., and Dalrymple, T., 1966, “General Field and Office Procedures for Indirect Discharge Measurements: U.S. Geological Survey Techniques Water-Resources Inv.,” Book 3, Chapter A1.
Bos, M.G. (ed.), 1976, Discharge Measurement Structures, Publication No. 20, International Institution for Land Reclamation and Improvement, Delft, The Netherlands.
Chow, V.T., 1959, Open Channel Hydraulics, McGraw-Hill Book Co., New York, NY.
Falvey, H. T., 1980, Air-Water Flow in Hydraulic Structures, Monograph No. 41, U. S. Bureau of Reclamation, Denver, CO.
Hager, W. H., 1991, “Uniform Aerated Chute Flow,” Jour. Hydraulic Engineer-ing, Amer. Soc. Civil Engrs., vol 117, no 4, pp. 528-533.
Harris, J. D., 1982, “Hydraulic Design of Culverts,” Chapter D, Drainage Man-ual, Ontario Ministry of Transportation and Communication, Dawnsview, Ont., Canada.
Harrison, L. J., J. L. Morris, J. M. Normann and F. L. Johnson, 1972, “Hydraulic Design of Improved Inlets for Culverts,” HEC No. 13, Bridge Division, Federal Highway Administration, Washington, DC.
Henderson, F. M., 1966, Open Channel Flow, MacMillan, New York, NY.
Hopping, P. L., and Hoopes, J. A., 1988, “Development of a Numerical Model to Predict the Behavior of Air/Water Mixtures in Open Channels,” in Model Prototype Correlation of Hydraulic Structures, Philip Burgi (ed.), pp. 419-428.
International Standards Organization, 1977, Liquid Flow Measurement in Open Channels, Geneva, Switzerland.
Keller, R. J., and Rastogi, A. K., 1975, “Prediction of Flow Development on Spillways,” Jour. Hydraulics Div., Amer. Soc. Civil Engrs., vol 101, no 9, pp. 1171-1184.
Keller, R. J., Lai, K. K., Wood, I. R., 1974, “Developing Region in Self Aerating Flows,” Jour. Hydraulics Div., Amer. Soc. Civil Engrs., vol 100, no 4, pp. 553-568.
Killen, J. M., and Anderson, A. G., 1969, “A Study of the Air-Water Interface in Air Entrained Flow in Open Channels,” Proc. 13th Congress, International Association for Hydraulic Research, Japan, vol 2, pp. 339-347.
Kulin, G., and Compton, P. R., 1975, A Guide to Methods and Standards for the Measurement of Water Flow, Special Publication No. 421, National Bureau of Standards, US Department of Commerce, Washington, DC.
Lane, E. W., (1939), “Entrainment on Spillway Faces,” Civil Engineering, Amer. Soc. Civ. Engrs., vol. 9, pp. 89-96.
McClellan, T. J., 1971, “Fish Passage Through Highway Culverts,” PB 204 983, Federal Highway Administration, Region 8, Portland, OR.
Normann, J. M., Houghtalen, R.J., and Johnston, W.J., 1985, Hydraulic Design of Highway Culverts, Report no. FHWA-IP-85-15, Federal Highway Admin-istration, McLean, VA.
Parshall, R. L., 1926, “The Improved Venture Flume,” Trans. Amer. Soc. Civil Engrs., vol 89, p. 841.
Parshall, R. L., 1953, “Parshall Flumes of Large Size,” Bulletin, Colorado Agri-cultural Experiment Station, no. 426A, March.
Rantz, S. E., et al., 1982, “Measurement and Computation of Streamflow: Volume 1. Measurement of Stage and Discharge,” U.S. Geological Survey Water-Supply Paper 2175.
Reihsen, G., and L. J. Harrison, 1971, “Debris Control Structures,” HEC No. 9, Bridge Div., Federal Highway Administration, Washington, DC.
Smith, A. G., 1974, “Peak Flows by the Slope-Area Method,” Tech. Bull. no. 79, Canadian Inland Waters Dir., Water Resources Branch, Ottawa, Ont., 31 pp.
U. S. Bureau of Reclamation, 1978, Design of Small Canal Structures, U. S. Department of Interior, U.S. Govt. Printing Office.
Vanoni, V. A., 1941, “Velocity Distribution in Open Channels,” Civil Engineer-ing, Amer. Soc. Civil Engrs., vol. 11, no. 6, pp. 356-57.
Walker, J. F., 1988, “General Two-Point Method for Determining Velocity in Open Channel,” Jour. Hydraulic Engineering, Amer. Soc. Civil Engrs., vol. 114, no. 7, pp. 801-805.
Wood, I. R., (ed.) 1991, Air Entrainment in Free-Surface Flows, A.A. Balkema, Rotterdam, Netherlands.
World Meteorological Organization, 1971, Use of Weirs and Flumes in Stream Gauging, WMO No. 280, Technical Note 117, Geneva, Switzerland.
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(2008). Special Topics. In: Open-Channel Flow. Springer, Boston, MA. https://doi.org/10.1007/978-0-387-68648-6_10
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