Discussion of “Experimental Investigation of the Effects of Soil Properties on Levee Breach by Overtopping” by Jose A. Feliciano Cestero, Jasim Imran, and M. Hanif Chaudhry
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Volume 142, Issue 7
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Acknowledgments
The first author was supported by the Swiss National Science Foundation, Grant No. 200021-140310.
References
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Frank, P.-J., and Hager, W. H. (2015). “Spatial dike breach: Sediment surface topography using photogrammetry.” Proc., 36th IAHR World Congress, International Association for Hydro-Environment Engineering and Research (IAHR), Beijing, 1613–1622.
Morris, M. W., Hassan, M. A. A. M., and Vaskinn, K. A. (2007). “Breach formation: Field test and laboratory experiments.” J. Hydraul. Res., 45, 9–17.
Pugh, C. A. (2008). “Sediment transport scaling for physical models.” Sedimentation engineering: Processes, measurements, modelling, and practice, M. H. Garcia, ed., ASCE, Reston, VA, 1057–1065.
Rozov, A. L. (2003). “Modeling of washout of dams.” J. Hydraul. Res., 41(6), 565–577.
Schmocker, L., and Hager, W. H. (2009). “Modelling dike breaching due to overtopping.” J. Hydraul. Res., 47(5), 585–597.
van Emelen, S., Zech, Y., and Soares-Frazão, S. (2015). “Impact of sediment transport formulations on breaching modelling.” J. Hydraul. Res., 53(1), 60–72.
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Published In
Journal of Hydraulic Engineering
Volume 142 • Issue 7 • July 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Jun 2, 2015
Accepted: Jun 15, 2015
Published online: May 19, 2016
Published in print: Jul 1, 2016
Discussion open until: Oct 19, 2016
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