Discussion of “Numerical Modeling of Bed Evolution in Channel Bends” by Ahmed A. Kassem and M. Hanif Chaudhry
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References
De Vries, M. (1965). “Considerations about non-steady bed-load transport in open channels.” Proc., 11th Congress IAHR, Leningrad, Delft Hydraulics Laboratory, Delft, The Netherlands, Publication No. 36.
Jansen, P. P., van Bendegom L., van den Berg, J., de Vries, M., and Zanen, A. (1979). “Principles of river engineering.” The non-tidal alluvial river, Pitman, London.
Langendoen, E. J. (2001). “Evaluation of the effectiveness of selected computer models of depth-averaged free surface flow and sediment transport to predict the effects of hydraulic structures on river morphology.” Rep., October 2001, WES Vicksburg, National Sedimentation Laboratory, Agricultural Research Service, U.S. Department of Agriculture.
Mosselman, E. (1991). “Modelling of river morphology with non-orthogonal horizontal curvilinear coordinates.” Communications on Hydraulic and Geotechnical Engineering, 91-1, Delft University of Technology, Delft, The Netherlands.
Mosselman, E.(1995). “A review of mathematical models of river planform changes.” Earth Surf. Processes Landforms, 20(7), 661–670.
Mosselman, E.(1998). “Morphological modelling of rivers with erodible banks.” Hydrolog. Process., 12(8), 1357–1370.
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Copyright © 2004 American Society of Civil Engineers.
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Published online: Dec 15, 2003
Published in print: Jan 2004
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