Closure to “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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References
Akkerman, G. J., Bernardini, P., van der Meer, J., Verheij, H., and van Hoven, A. (2007). “Field tests on sea defences subject to wave overtopping.” Coastal Structures: Proc., 5th Coastal Structures Int. Conf., CST07, L. Franco, G. R. Tomasicchio, and A. Lamberti, eds., World Scientific Publishing, Hackensack, NJ, 657–668.
ASCE. (2011). “Code of ethics.” 〈http://www.asce.org/Leadership-and-Management/Ethics/Code-of-Ethics/〉 (Mar. 28, 2011).
ASTM. (2003). “Standard test methods for laboratory compaction characteristics of soil using modified effort ( ()).” ASTM D1557, West Conshohocken, PA.
Briaud, J.-L., Chen, H.-C., Govindasamy, A. V., and Storesund, R. (2007). “Levee erosion by overtopping in New Orleans during the Katrina Hurricane.” Proc., Geo-Denver 2007, ASCE, Reston, VA.
Briaud, J.-L., Chen, H.-C., Govindasamy, 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.
Briaud, J. L., Ting, F. C. K., Chen, H. C., Cao, Y., Han, S. W., and Kwak, K. W. (2001). “Erosion function apparatus for scour rate predictions.” J. Geotech. Geoenviron. Eng., 127(2), 105–113.
Bruun, P. (1985). “Design and construction of mounds for breakwaters and coastal protection.” Developments in geotechnical engineering, Vol. 37, Elsevier Science B.V., Amsterdam.
Federal Highway Administration. (2006). Hydraulic design of energy dissipators for culverts and channels, Publication No. FHWA-NHI-06-086, U.S. Department of Transportation, National Highway Institute, Washington, DC.
Hewlett, H. W. M., Boorman, L. A., and Bramley, M. E. (1987). “Design of reinforced grass waterways.” CIRIA Rep. 116, Construction and Industry Research and Information Association, London UK.
Hughes, S. A. (2007). “Evaluation of permissible wave overtopping criteria for earthen levees without erosion protection.” Navigation Division, Coastal and Hydraulics Laboratory, USAC E Research and Development Center, Vicksburg, MS.
Independent Levee Investigation Team (ILIT). (2006). “Investigation of the performance of the New Orleans flood protection systems in Hurricane Katrina on August 29, 2005.” Final Rep. to National Science Foundation, University of California, Berkeley CA, 〈www.ce.berkeley.edu/~new_orleans〉 (Apr. 1, 2008).
Interagency Performance Evaluation Team (IPET). (2007a). “Performance evaluation of the New Orleans and Southeast Louisiana hurricane protection system.” Final Rep. of the Interagency Performance Evaluation Task Force, Vol. IV–The Storm, 〈https://ipet.wes.army.mil/〉 (Apr. 1, 2008).
Interagency Performance Evaluation Team (IPET). (2007b). “Performance evaluation of the New Orleans and Southeast Louisiana hurricane protection system.” Final Rep. of the Interagency Performance Evaluation Task Force, Vol. V–The Performance—Levees and Floodwalls, Main Text, 〈https://ipet.wes.army.mil/〉 (Apr. 1, 2008).
Interagency Performance Evaluation Team (IPET). (2007c). “Performance evaluation of the New Orleans and Southeast Louisiana hurricane protection system.” Final Rep. of the Interagency Performance Evaluation Task Force, Vol. V–The Performance—Levees and Floodwalls, Appendix 18, 〈https://ipet.wes.army.mil/〉 (Apr. 1, 2008).
Pullen, T., Allsop, N. W. H., Bruce, T., Kortenhaus, A., Schuttrumpf, H., and van der Meer, J. W. (2007). “EurOtop—Wave overtopping of sea defences and related structures.” Assessment manual, Environment Agency, Expertise Netwerk Waterkeren, and Kuratorium fur Forschung im Kusteingeinieurwesen, UK, Netherlands, and Denmark, 〈http://www.overtopping-manual.com/〉 (Apr. 1, 2008).
Seijffert, J. W., and Verheij, H. J. (1998). “Grass covers and reinforcement measures.” Chapter 14, Dikes and revetments, K. W. Pilarczyk, ed., 〈http://repository.tudelft.nl/view/hydro/uuid:130e8185-2301-489d-9d1d-8d42901b77e0/〉 (Apr. 8, 2011).
Sills, G. L., Vroman, N. D., Wahl, R. E., and Schwanz, N. T. (2008). “Overview of New Orleans levee failures: Lessons learned and their impact on national levee design and assessment.” J. Geotech. Geoenviron. Eng., 134(5), 556–565.
Team Louisiana. (2006). “The failure of the New Orleans levee system during Hurricane Katrina.” Rep. to Louisiana Department of Transportation and Development, State Project No. 704-92-0022,20, Baton Rouge, LA.
United States Army Corps of Engineers (USACE). (1967a). “Hurricane protection levee, first lift, Sta 594+00–Sta 770+11.” DACW29-67-B-0136, New Orleans.
United States Army Corps of Engineers. (1967b). “Hurricane protection levee, first lift, Sta 368+00–Sta 570+00.” DACW29-67-B-0134, Washington, DC.
United States Army Corps of Engineers. (1968). “Hurricane protection levee, first lift, Sta 387+40–Sta 523+00 (Not Continuous).” DACW29-68-B-0064, Washington, DC.
United States Army Corps of Engineers. (1972). “Hurricane protection levee, Chalmette area plan, Sta 370+00 to Sta 682+00.” DACW29-72-B-0137, Washington, DC.
United States Army Corps of Engineers. (2000). “Engineering and design, design and construction of levees.” EM 1110-2-1913, Washington, DC, 〈http://www.usace.army.mil/publications/eng-manuals/em1110-2-1913/toc.htm〉 (Apr. 1, 2008).
United States Army Corps of Engineers. (2007). “Hurricane and storm damage reduction system design guidelines—Interim.” New Orleans District Engineering Division, U.S. Army Corps of Engineers, 〈http://www.mvn.usace.army.mil/ED/edsp/MVN-ED_HSDRS_Design_Guidelines_2007-10.pdf〉 (Apr. 1, 2008).
United States Army Corps of Engineers. (2008). “Mississippi River Gulf Outlet (MRGO) levee report. Evaluation of repairs and improvements following Hurricane Katrina, New Orleans, Louisiana—final.” New Orleans District Engineering Division, U.S. Army Corps of Engineers, 〈http://www.mvn.usace.army.mil/ED/edsp/MVN-ED_HSDRS_Design_Guidelines_2007-10.pdf〉 (Apr. 1, 2008).
United States Department of Agriculture (USDA). (2006). “Grassed waterways, natural resources conservation service, conservation practice standard.” SDTG Notice 233, Section IV, NRCS, Code 412, Washington, DC.
Verheij, H. J., Kruse, G. A. M., Niemeijer, J. H., Sprangers, J. T. C. M., de Smidt, J. T., Wondergem, P. J. M. (1997). “Erosion resistance of grassland as dike covering.” Technical Rep., TAW—Technical Advisory Committee for Flood Defence in the Netherlands, Delft, Netherlands.
Whitehead, E., Schiele, M., and Bull, W. (1976). “A guide to the use of grass in hydraulic engineering practice.” DIRIA Technical Note 71, Construction and Industry Research and Information Association, London.
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Published In
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 137 • Issue 6 • November 2011
Pages: 360 - 363
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Apr 24, 2011
Accepted: May 27, 2011
Published online: Oct 14, 2011
Published in print: Nov 1, 2011
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