Discussion of “Transient Hydraulic Model for Simulating Canal‐Network Operation” by F. N. Gichuki, W. R. Walker, and G. P. Merkley (January/February, 1990, Vol. 116, No. 1)
Publication: Journal of Irrigation and Drainage Engineering
Volume 118, Issue 3
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References
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Clement, R., and Cunge, J. A. (1975). “Mathematical model of the Bimont branch of the Provence Canal.” Unsteady flow in open channels, Vol. II, K. Mahmood and V. Yevjevich, eds., Water Resources Publications, Ft. Collins, Colo., 519–521.
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Fread, D. L. (1978). National Weather Service operational dynamic wave model. National Weather Service, Silver Spring, Md.
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Hamilton, D. L., and Devries, J. J. (1986). “Microcomputer simulation of canal operation.” J. Irrig. Drain. Engrg., ASCE, 112(3), 264–273.
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Husain, T., Abderrahman, W. A., Khan, H. U., Khan, S. M., Khan, A. U., and Eqnaibi, B. S. (1988). “Flow simulation using channel network model.” J. Irrig. Drain. Engrg., ASCE, 113(3), 424–441.
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Sritharan, S. (1984). “Synthesis of design, operation and management of surface irrigation systems,” Ph.D. thesis, Colorado State Univ., Fort Collins, Colo.
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Sritharan, S., Clyma, W., and Richardson, E. V. (1985). “Scheduling in manually controlled canal irrigation delivery systems.” Development and management aspects of irrigation and drainage systems, C. G. Keyes, and T. J. Ward, eds., ASCE, New York, N.Y., 489–499.
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Sritharan, S., and Bakhoum, R. (1987). Redesign of the Serry Canal, El‐Minia governorate, controls design report. Regional Irrigation Improvement Project, Ministry of Public Works and Water Resources, Egypt.
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Whitham, G. B. (1955). “The effects of hydraulic resistance in the dam‐break problem.” Proc. series A, Mathematical and Physical Science, Vol. 227, Royal Society of London, 399–407.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 118 • Issue 3 • May 1992
Pages: 498 - 501
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Copyright © 1992 ASCE.
History
Published online: May 1, 1992
Published in print: May 1992
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