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1 Strelkoff, T. S.; Falvey, H. T. 1993. Numerical methods used to model unsteady canal flow. Journal of Irrigation and Drainage Engineering, 119(4):637-655.
(Location: IWMI-HQ Call no: PER Record No: H013055)
This paper presents a critical review of numerical methods used to model unsteady flow in canals. The significance of the various forms of the governing equations is outlined, and the problems associated with the evaluation of boundary drag and head loss are introduced. The attributes of the numerical solution techniques are described. The attributes include applicability, accuracy, convenience, and robustness. Both legitimate and nonlegitimate methods of achieving robustness are considered. Approximate hydrologic techniques are viewed from the perspective gained by a review of the complete equations. Characteristic and finite-difference techniques for solving the full equations are compared. Practical difficulties in detecting bore-wave formation during a simulation are noted. Specific techniques are recommended for difficult problems such as the computation of very shallow flows. Practical considerations concerning testing of the techniques and a cautionary note for users of computer-simulation models are given. Also published in Ritter, W. F. (Eds.) 1991. Irrigation and drainage: Proceedings of the 1991 National Conference sponsored by the Irrigation and Drainage Division of the ASCE, and the Hawaii Section, ASCE, Honolulu, Hawaii, July 22-26, 1991. New York, NY, USA: ASCE. pp.244-252.
(Location: IWMI-HQ Call no: PER Record No: H015689)
(Location: IWMI-HQ Call no: PER Record No: H021605)
4 Strelkoff, T. S.; Clemmens, A. J. 2000. Approximating wetted perimeter in power-law cross section. Journal of Irrigation and Drainage Engineering, 126(2):98-109.
(Location: IWMI-HQ Call no: PER Record No: H026044)
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