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1 March 2016 Effects of Obliquely Incident Waves on Overtopping for Vertical Walls
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Abstract
Kim, Y.T.; Shin, S.W.; Choi, J.W., and Lee, J.I., 2016. Effects of oblique waves on overtopping for vertical walls. In: Vila-Concejo, A.; Bruce, E.; Kennedy, D.M., and McCarroll, R.J. (eds.), Proceedings of the 14th International Coastal Symposium (Sydney, Australia). Journal of Coastal Research, Special Issue, No. 75, pp. 1357 - 1361. Coconut Creek (Florida), ISSN 0749-0208.In determination of the crest height of a vertical structure against attacking of obliquely incident waves, most of existing studies have suggested to use the overtopping reduction factor due to incident angles. However, they have not considered the amplification of wave heights and the spatial distribution of wave overtopping. In this study, a spatial distribution of wave overtopping along a vertical structure is experimentally investigated and also the wave overtopping reduction factors (γ) for incident wave angle is suggested. When the incident angle becomes larger, the wave overtopping reduction factor decreases almost linearly. EurOtop (2007) suggested the constant γ for β>45°, however the decreasing γ was calculated from this study.
©Coastal Education and Research Foundation, Inc. 2016
Young-Taek Kim, Sungwon Shin, Jun-Woo Choi and Jong-In Lee "Effects of Obliquely Incident Waves on Overtopping for Vertical Walls," Journal of Coastal Research (JCR) 75(sp1), (1 March 2016). https://doi.org/10.2112/SI75-272.1
Received: 15 October 2015; Accepted: 15 January 2015; Published: 1 March 2016
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