References
- Altomare, C., Suzuki, T., Chen, X., Verwaest, T. and Kortenhaus, A. (2016). Wave overtopping of sea dikes with very shallow foreshores. Coastal Engineering, 116(2016), 236-257. https://doi.org/10.1016/j.coastaleng.2016.07.002
- Baldock, T., Alsina, J. and Caceres, I. (2011). Large-scale experiments on beach profile eveolution and surf swash zone sediment transport induced by long waves, wave groups and random waves. Coastal Engineering, 58(2), 241-227.
- Bruce, T., Van Der Meer, J.W., Pullen, T. and Allsop, W. (2018). Wave Overtopping at Vertical and Steep Structures, Handbook of Coastal and Ocean Engineering, Chapter 16, 411-439.
- Carrasco, A.R., Reis, M.T., Neves, M.G., Ferreira, O., Matias, A. and Almeida, S. (2018). Overtopping hazard on a rubble mound breakwater. Journal of Coastal Research, 66(SI), 247-252.
- Doorslaer, K., Rouck, R., Audenaert, S. and Duquet, V. (2015). Crest modifications to reduce wave overtopping of non-breaking waves over a smooth dike slope. Coastal Engineering, 101(2015), 69-88. https://doi.org/10.1016/j.coastaleng.2015.02.004
- EurOtop (2018). Wave Overtopping of Sea Defences and Related Structures: Assessment Manual.
- Franco, L., De Gerloni, M. and Van der meer, J.W. (1994). Wave overtopping on vertical and composite breakwaters. International Conference on Coastal Engineering, 1030-1045.
- Fukuda, N., Uno, T. and Irie, I. (1974). Field observations of wave overtopping of wave absorbing revetment. Coastal Engineering in Japan, 17, 117-128. https://doi.org/10.1080/05785634.1974.11924187
- Goda, Y. (1974). New wave pressure formulae for composite breakwaters, Proceedings. 14th International Conference on Coastal Engineering, 1702-1720.
- Goda, Y. (2010). "Random Seas and Design of Maritime Structures." World Scientific Publishing Co., Singapore.
- Hiroi, I. (1920). On a Method of Estimating the Force of Waves, Memoirs of Engg. Faculty, University of Tokyo, 10(1), 1-19.
- Jung, W.M., Oh, S.-H. and Lee, D.Y. (2007), Abnormally high waves on the east coast. Journal of Korean Society of Coastal and Ocean Engineers, 19(4), 295-302.
- Kerpen, N., Schoonees, T. and Schlurmann, T. (2019). Wave overtopping of stepped revetments. Water 2019, 11, 1035; doi:10.3390/w11051035.
- Kim, K., Kwon, O. and Shim, K. (2019). Analysis on the stability of rubble mound breakwater and wave overtopping phenomenon. International Journal of Innovative Technology and Exploring Engineering, 8(7), 2349-2358.
- Li, L., Tuan, S., Amini, F. and Tang, H. (2015). Numerical study of combined wave overtopping and storm surge overflow of HPTRM strengthened levee. Ocean Engineering, 97(2015), 1-11. https://doi.org/10.1016/j.oceaneng.2015.01.005
- Lorenzoni, C., Postacchini, M., Brocchini, M. and Mancinelli, A. (2016). Experimental study of the short-term efficiency of different breakwater configurations on beach protection. Journal of Ocean Engineering and Marine Energy, 2, 195-210. https://doi.org/10.1007/s40722-016-0051-9
- Mansard, E.P.D. and Funke, E.R. (1980). The measurement of incident and reflected spectra using a least squares method. Proc. 15th International Conference on Coastal Engineering ASCE, Sydney, Australian, pp. 154-172.
- Minikin, R.R. (1963). Winds, Waves and Maritime Structures 2nd ed., Griffin, London.
- Ministry of Maritime Affairs and Fisheries (2019). Design criteria for harbors and fishery ports (in Korean).
- Murakami, K., Irie, I. and Kamikubo, Y. (1996). Experiments on a non-wave overtopping type seawall. International Conference of Coastal Engineering, 1840-1851.
- Murakami, K., Sugimoto, N., Endo, M., Maki, D. and Takehana, N. (2019). Effect of Wind Velocity on Wave Overtopping, Proceedings of the 10th International Conference on Asian and Pacific Coasts, Hanoi, Vietnam, September 25-28, pp. 57-63.
- Muraleedharan, G., Kurup, P.G., Sinha, M., Rao, A.D., Latha, G. and Dube, S.K. (2010). A theoretical spectrum for multi-peaked energy sea states. Journal of Oceanography and Marine Science, 1(1), 11-21.
- Pearson, J., Bruce, T., Allsop, W., Kortrenhaus, A. and Van der meer, J.W. (2004). Effectiveness of recurve walls in reducing wave overtopping on seawalls and breakwaters. International Conference of Coastal Engineering, 4404-4416.
- Pullen, T., Alisop, W., Bruce, T. and Pearson, J. (2009). Field and laboratory measurement for mean overtopping discharges and spatial distributions at vertical seawalls. Coastal Engineering, 56(2), 121-140. https://doi.org/10.1016/j.coastaleng.2008.03.011
- Sainflou, M. (1928). Essai sur les Digues Maritimes Verticales. (Test on vertical sea dikes) Annales des Ponts et Chaussees 98, 5-48 (in French).
- Shim, K.T., Kim, K.H. and Park, J.H. (2019). The effectiveness of adaptive beach protection methods under wind application. Journal of Marine Science and Engineering, doi:10.3390/jmse7110385, 1-17.
- TAW (2002). Technical Report. Wave Runup and Wave Overtopping at Dikes. Technical Advisory Committee on Flood Defense, Delft.
- Yamashiro, M., Yoshida, A. Yoshioka, T., Hashimoto, H. and Moriyama, Y. (2005). Effect of Wind to Wave-overtopping and Water Spray on non Wave-overtopping Type Seawall in Deep water, Ser. B2 (Coastal Engineering), 21, 611-616 (In Japanese).
- Wang. S.K., Hus, T.W., Weng, W.K. and Ou, S.H. (2008). A threepoint method for estimating wave reflection of obliquely incident waves over a sloping bottom. Coastal Engineering, 55(2008), 125-138. https://doi.org/10.1016/j.coastaleng.2007.09.002
- Wheeler, D. and Wilkinson, C. (2013). From Calm To Storm : The Origins of The Beaufort Wind Scale. The Mariner's Mirror, 90(2), 187-201. https://doi.org/10.1080/00253359.2004.10656896