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Crest modifications to reduce wave overtopping of non-breaking waves over a smooth dike slope

(2015) COASTAL ENGINEERING. 101. p.69-88
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Keywords
Wave overtopping, COASTAL STRUCTURES, Reduction factors, Storm wall, Parapet, Promenade, Stilling wave basin

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Citation

Please use this url to cite or link to this publication:

Chicago
Van Doorslaer, Koen, Julien De Rouck, S Audenaert, and V Duquet. 2015. “Crest Modifications to Reduce Wave Overtopping of Non-breaking Waves over a Smooth Dike Slope.” Coastal Engineering 101: 69–88.
APA
Van Doorslaer, K., De Rouck, J., Audenaert, S., & Duquet, V. (2015). Crest modifications to reduce wave overtopping of non-breaking waves over a smooth dike slope. COASTAL ENGINEERING, 101, 69–88.
Vancouver
1.
Van Doorslaer K, De Rouck J, Audenaert S, Duquet V. Crest modifications to reduce wave overtopping of non-breaking waves over a smooth dike slope. COASTAL ENGINEERING. AMSTERDAM: ELSEVIER SCIENCE BV; 2015;101:69–88.
MLA
Van Doorslaer, Koen, Julien De Rouck, S Audenaert, et al. “Crest Modifications to Reduce Wave Overtopping of Non-breaking Waves over a Smooth Dike Slope.” COASTAL ENGINEERING 101 (2015): 69–88. Print.
@article{8026394,
  author       = {Van Doorslaer, Koen and De Rouck, Julien and Audenaert, S and Duquet, V},
  issn         = {0378-3839},
  journal      = {COASTAL ENGINEERING},
  keyword      = {Wave overtopping,COASTAL STRUCTURES,Reduction factors,Storm wall,Parapet,Promenade,Stilling wave basin},
  language     = {eng},
  pages        = {69--88},
  publisher    = {ELSEVIER SCIENCE BV},
  title        = {Crest modifications to reduce wave overtopping of non-breaking waves over a smooth dike slope},
  url          = {http://dx.doi.org/10.1016/j.coastaleng.2015.02.004},
  volume       = {101},
  year         = {2015},
}

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