Discussion of “Predicting River Travel Time from Hydraulic Characteristics” by Harvey E. Jobson
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Volume 129, Issue 5
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References
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Brady, D. K. (1984). “Microcomputer model for impervious runoff using kinematic wave theory.” Res. Rep. No. CE51, Dept. of Civil Eng., Univ. of Queensland, St. Lucia, Australia.
Harley, B. M., Perkins, F. E., and Eagleson, P. S. (1970). “A modular distributed model of catchment dynamics.” Rep. No. 133, Ralph M. Parsons Laboratory for Water Resources and Hydrodynamics, Dept. of Civil Eng., Massachusetts Institute of Technology, Cambridge, Mass.
Henderson, F. M. (1966). Open channel flow, Macmillan, New York.
Overton, D. E., and Meadows, M. E. (1976). Stormwater modeling, Academic, New York.
Singh, V. P. (1996). Kinematic wave modeling in water resources: Surface–water hydrology, Wiley, New York.
U.S. Army Corps of Engineers. (1987). HEC-1 flood hydrograph package users manual, Hydrologic Engineering Centre, Davis, Calif.
Wong, T. S. W. (1992). An introduction to kinematic wave method for storm drainage design, Hillview, Singapore.
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Published In
Journal of Hydraulic Engineering
Volume 129 • Issue 5 • May 2003
Pages: 412 - 414
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Published online: Apr 15, 2003
Published in print: May 2003
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