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All issues Volume 7 (2016) E3S Web Conf., 7 (2016) 03003 References
Open Access
Issue
E3S Web Conf.
Volume 7, 2016
3rd European Conference on Flood Risk Management (FLOODrisk 2016)
Article Number 03003
Number of page(s) 8
Section Performance and behaviour of flood defences
DOI https://doi.org/10.1051/e3sconf/20160703003
Published online 20 October 2016
  1. Kok M., Vrijling J. K. and Zevenbergen C. (2013). Towards an integrated evaluation framework for Multi-Functional Flood Defences. Londen, ISBN: 978-0-415-62144-1: Taylor & Francis Group. [Google Scholar]
  2. CIRIA. (2013). The International Levee Handbook. London, ISBN 978-0-86017-734-0: CIRIA, Griffin Court. [Google Scholar]
  3. Wu W. (2011). Earthen Embankment Breaching. J. Hydraul. Eng., vol. 137, no. 12, pp. 1549–1564. [CrossRef] [Google Scholar]
  4. Bhattarai P. K., Nakagawa H., Kawaike K. and Zhang H. (2015). Study of breach characteristics and scour pattern for overtopping induced river dyke breach. E-roceedings of the 36th IAHR World Congress, pp. 1–11. [Google Scholar]
  5. Van der Meer J. W., Schrijver R., Hardeman B., Van Hoven A., Verheij H. and Steendam G. J. (2009). Guidance on erosion resistance of inner slopes of dikes from three years of testing with the Wave Overtopping Simulator. Proc. ICE 2009, no. 1994, pp. 1–14, ISBN: 9780727741318. [Google Scholar]
  6. Hanson G. J., Cook K. R. and Hunt S. L. (2005) Physical modeling of overtopping erosion and breach formation of cohesive embankments. Trans, ASABE, vol. 48, no. 5, pp. 1783–1794, 2005. [CrossRef] [Google Scholar]
  7. Van Hoven A., Hardeman B., Van der Meer J. W. and Steendam G. J. (2010). Sliding stability of landward slope clay cover layers of sea dikes subject to wave overtopping. Proc. ICCE, p. 12. [Google Scholar]
  8. Oumeraci H., D’Eliso C. and Kortenhaus A. (2005). Breaching of coastal dikes : state of the art. Braunschweig, LWI Report number: 910. [Google Scholar]
  9. Zhu Y. (2006). Breach Growth in Clay-Dikes. Technical University Delft, ISBN: 9789090209647. [Google Scholar]
  10. Steendam G. J., Van Hoven A., Van der Meer J. W. and Hoffmans G. (2014) Wave Overtopping Simulator tests on transitions and obstacles at grass covred slopes of dikes. ASCE, Proc. ICCE 2014. pp. 1–14. [Google Scholar]
  11. Morris M. (2012). WP 3 : Reliability of Urban Flood Defences - D.3.1 Guidance on improved performance of urban flood defences, Report number: WP3-01-12–11. [Google Scholar]
  12. Bakker J., Melis R. and Mom R. (2013). Factual Report : Overslagproeven Rivierenland. INFRAM, Project number: 12i071, Version 1.0, Marknesse. [Google Scholar]
  13. Hoffmans G., Akkerman G. J., Verheij H., Van Hoven A. and Van der Meer J. W. (2008). The erodibility of grassed inner dike slopes against wave overtopping. ASCE, Proc. ICCE 2008, Hamburg., pp. 3224–3236. [Google Scholar]
  14. COMSOL bv. (2012). Comsol Multiphysics User’s Guide version 4.3. ISBN: 1781273332. [Google Scholar]
  15. Launder B., Morse A., Rodi W. and Spalding D. (1972). The prediction of free shear flows – A comparison of the performance of six turbulent models. Proceedings of NASA Conference on Free Shear Flows. [Google Scholar]
  16. Chow V. T. (1959). Open-Channel Hydraulics. New York, ISBN: 07-010776-9: McGraw-Hill Book Company, Inc. [Google Scholar]
  17. Van Hoven A., Verheij H., Hoffmans G., and Van der Meer J. W. (2013). Evaluation and Model Development: Grass Erosion Test at the Rhine dike, Delft, Project number: 1207811–002. [Google Scholar]
  18. Hoffmans G. (2012). The influence of Turbulence on Soil Erosion. Delft: Eburon Academic Publishers. [Google Scholar]
  19. 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., vol. 37, no. 1, pp. 104–113. [CrossRef] [Google Scholar]
  20. Partheniades E. (1965). Erosion and deposition of cohesive soils. J. Hydraul. Div., vol. 91, no. 1, pp. 105–139. [Google Scholar]
  21. Valk A. (2009). Wave overtopping impact of water jets on grassed inner slope transitions. TU Delft, retrieved from: http://repository.tudelft.nl/view/ir/uuid:5ca03ac7-0296-4ccd-b7b0-e9485cfc934f/ [Google Scholar]
  22. Pan Y., Li L., Amini F. and Kuang C. (2012). Overtopping erosion and failure mechanism of earthen levee strengthened by vegetated HPTRM system. Ocean Eng., vol. 96, pp. 139–148. [CrossRef] [Google Scholar]
  23. Van der Meer J. W., Hardeman B., Steendam G. J., Schüttrumpf H. and Verheij H. (2010). Flow depths and velocities at crest and landword slope of a dike, in theory and with the wave overtopping simulator. Proc. ICCE 2010. [Google Scholar]
  24. Sabbagh-Yazdi S. and Jamshidi M. (2012). Depth-Averaged Hydrodynamic Model for Gradual Breaching of Embankment Dams Attributable to Overtopping Considering Suspended Sediment Transport. J. Hydraul. Eng., pp. 580–592. [Google Scholar]

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