DISCUSSIONS AND CLOSURES
Oct 1, 2008

Discussion of “One-Dimensional Modeling of Dam-Break Flow over Movable Beds” by W. Wu and S. S. Y. Wang

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Publication: Journal of Hydraulic Engineering
Volume 134, Issue 10
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Acknowledgments

This communication work is part of a research program funded by the National Key Basic Research and Development (973) Program of China under Grant No. 2007CB714106, and Natural Science Foundation of China under Grant No. 50459001.

References

Cao, Z., and Carling, P. (2002). “Mathematical modelling of alluvial rivers: Reality and myth. Part II: Special issues.” Water and Maritime Engineering, 154(4), 297–307.
Cao, Z., Pender, G., Wallis, S., and Carling, P. (2004). “Computational dam-break hydraulics over erodible sediment bed.” J. Hydraul. Eng., 130(7), 689–703.
Cao, Z., Yue, Z., Li, X., and Che, T. (2007). “Two-dimensional mathematical modeling of flooding over erodible sediment bed.” Proc. 32nd IAHR Congress, Venice, Italy.
Capart, H., and Young, D. L. (1998). “Formation of jump by the dam-break wave over a granular bed.” J. Fluid Mech., 372, 165–187.
Fraccarollo, L., and Capart, H. (2002). “Riemann wave description of erosional dam-break flows.” J. Fluid Mech., 461, 183–228.
Fraccarollo, L., Capart, H., and Zech, Y. (2003). “A Godunov method for the computation of erosional shallow water transients.” Int. J. Numer. Methods Fluids, 41(9), 951–976.
Leal, J., Ferreira, R., and Cardoso, A. (2006). “Dam-break wave-front celerity.” J. Hydraul. Eng., 132(1), 69–76.
Rosatti, G., and Fraccarollo, L. (2006). “A well-balanced approach for flows over mobile-bed with high sediment-transport.” J. Comput. Phys., 220, 312–338.
Simpson, G., and Gastelltor, S. (2006). “Coupled model of surface water flow, sediment transport, and morphological evolution.” Comput. Geosci., 32, 1600–1614.
Toro, E. F. (2001). Shock-capturing methods for free-surface shallow flows, Wiley, Chichester, U.K.
Van Rijn, L. C. (1984a). “Sediment transport. Part I: Bed load transport.” J. Hydraul. Eng., 110(10), 1431–1456.
Van Rijn, L. C. (1984b). “Sediment transport. Part II: Suspended load transport.” J. Hydraul. Eng., 110(11), 1613–1641.
Wu, W., Vieira, D. A., and Wang, S. S. Y. (2004). “One-dimensional numerical model for nonuniform sediment transport under unsteady flows in channel networks.” J. Hydraul. Eng., 130(9), 914–923.
Wu, W., and Wang, S. S. Y. (2007). “One-dimensional modeling of dam-break flow over movable beds.” J. Hydraul. Eng., 133(1), 48–58.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 10October 2008
Pages: 1536 - 1539

History

Received: May 2, 2007
Accepted: Sep 18, 2007
Published online: Oct 1, 2008
Published in print: Oct 2008

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Authors

Affiliations

Zhiyuan Yue
Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.
Zhixian Cao [email protected]
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. E-mail: [email protected]

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