Discussion of “Simulated Wave-Induced Erosion of the Mississippi River–Gulf Outlet Levees during Hurricane Katrina” by Rune Storesund, Robert G. Bea, and Yuli Huang
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Volume 137, Issue 6
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References
Bea, R. G. (2008a). “Robinson v. United States. Expert Report of Dr. Robert Glenn Bea, Declaration I: Engineering forensic studies of performance of the man-made features bordering the Reach 2 of the Mississippi River-Gulf Outlet (MR-GO) during Hurricane Katrina.” 〈www.katrinadocs.com〉 (Jul. 11, 2008).
Bea, R. G. (2008b). “Robinson v. United States. Expert Report of Dr. Robert Glenn Bea, Declaration no. III: Engineering forensic studies of performance of the man-made features bordering the Mississippi River-Gulf Outlet (MR-GO) during “neutral” MR-GO Hurricane Katrina conditions.” 〈www.katrinadocs.com〉 (Jul. 11, 2008).
Briaud, J.-L., Chen, H.-C., Govindasamy, A. V., and Storesund, R. (2007). “Erosion tests on samples from the New Orleans levees.” Proc., Geo-Denver 2007, ASCE, Reston, VA.
Briaud, J.-L., Chen, H.-C., Govindsaamy, A. V., and Storesund, R. (2008). “Levee erosion by overtopping in New Orleans during the Katrina Hurricane.” J. Geotech. Geoenviron. Eng., 134(5), 618–632.
Dean, R. G., Rosati, J. D., Walton, T. L., and Edge, B. L. (2010). “Erosional equivalences of levees: Steady and intermittent wave overtopping.” Ocean Eng., 37(1), 104–113.
Ebersole, B. A. (2008). “Expert report: Prepared for United States Department of Justice.” 〈www.katrinadocs.com〉 (Dec. 17, 2008).
EurOtop. (2007). “Wave overtopping of sea defences and related structures: Assessment manual.” 〈www.overtopping-manual.com/EurOtop.pdf〉 (Aug. 2007).
Hewlett, H. W. M., Boorman, L. A., and Bramley, M. E. (1987). “Design of reinforced grass waterways.” CIRIA Report 116, Construction and Industry Research and Information Association, London UK.
Seijffert, J. W., and Verheij, H. (1998). “Grass covers and reinforcement measures.” Dikes and revetments, design maintenance and safety assessment, Chapter 14, K. W. Pilarczyk, ed., Rijkswaterstaad, Hydraulic Engineering Division, Rotterdam, Netherlands, 562.
Technical Advisory Committee for Flood Defence in the Netherlands (TAW). (2002). “Wave run-up and wave overtopping at dikes.” Technical Report, Delft, Netherlands.
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Published In
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 137 • Issue 6 • November 2011
Pages: 355 - 360
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Nov 1, 2010
Accepted: Dec 10, 2010
Published online: Oct 14, 2011
Published in print: Nov 1, 2011
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