Open Access
Issue
E3S Web Conf.
Volume 7, 2016
3rd European Conference on Flood Risk Management (FLOODrisk 2016)
Article Number 03004
Number of page(s) 9
Section Performance and behaviour of flood defences
DOI https://doi.org/10.1051/e3sconf/20160703004
Published online 20 October 2016
  1. HR Wallingford, (2005) Investigation of Extreme Flood Processes & Uncertainty (IMPACT), Breach Formation (WP2), Technical Report: Section 4. [Google Scholar]
  2. Shimada, T., Watanabe, Y., Yokoyama, H., and Tsuji, T. An experiment on overflow-induced crosslevee breach at the Chiyoda Experimental Channel, in River, Coastal and Estuarine Morphodynamics, pp 475–481. Taylor & Francis Group,Taylor, London. [Google Scholar]
  3. Peeters, P., Zhao, G., De Vos, L., and Visser, P. J. (2015) Large-scale Dike Breaching Experiments at Lillo in Belgium. [Google Scholar]
  4. D’Eliso, C. (2007) Breaching of Sea Dikes Initiated by Wave Overtopping: A Tiered and Modular Modelling Approach. [Google Scholar]
  5. Van der Meer, J. W., Bernardini, P., Snijders, W., and Regeling, E. (2006) The wave overtopping simulator. Coast. Eng. Conf. 4654–4666. [Google Scholar]
  6. Van der Meer, J. W., Steendam, G. J., de Raat, G., and Bernardini, P. (2008) Further developments on the wave overtopping simulator, in ASCE, proc. ICCE. [Google Scholar]
  7. Van der Meer, J., Provoust, I., and Steendam, G. . (2012) The wave run-up simulator, theory and First pilot test. Coast. Eng. [Google Scholar]
  8. Whitehead, E., Bull, W., and Schiele, M. (1976) A guide to the Use of Grass in Hydraulic Engineering Practice. [Google Scholar]
  9. Hewlett, H.M, Boorman, L.A. and Bramley, M.E. (1987) Guide to the Design of Reinforced Grass Waterways. CIRIA Report 116. Construction Industry Research and Information Association London. [Google Scholar]
  10. Morris, M.W. Breaching of Earth Embankments and Dams, 2011. [Google Scholar]
  11. Dean, R. G., Rosati, J. D., Walton, T. L., and Edge, B. L. (2010, January) Erosional equivalences of levees: Steady and intermittent wave overtopping. Ocean. Eng. Elsevier. [Google Scholar]
  12. Hughes, S. A. (2011) Adaptation of the levee erosional equivalence method for the hurricane storm damage risk reduction system (HSDRRS). USA. [Google Scholar]
  13. Hughes, S., Thornton, C., Van der Meer, J., and Scholl, B. (2012) Improvements in describing wave overtopping processes. Coast. Eng. [Google Scholar]
  14. Van der Meer, J. W., Hardeman, B., Steendam, G. J., Schuttrumpf, H., and Verheij, H. (2011) Flow depths and velocities at crest and landward slope of a dike, in theory and with the wave overtopping simulator. Coast. Eng. Proc. 1, structures–10. [Google Scholar]
  15. Schuttrumpf, H., and Oumeraci, H. (2005) Layer thickness and velocities of wave overtopping flow at seadikes. Coast. Eng. 52, 473–495. [CrossRef] [Google Scholar]
  16. Van Gent, M. R. Low-exceedance wave overtopping events, Measurements of velocities and the thickness of water-layers on the crest and inner slope of dikes. Delft Cluster, Delft, The Netherlands. [Google Scholar]

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