Variability of wave impact measurements on vertical breakwaters

References

• Allsop, N. W. H., Kortenhaus, A., Oumeraci, H., & McConnell, K. (1999). New design methods for wave loading on vertical breakwaters under pulsating and impact conditions. In I. J. Losada (Ed.), Coastal structures '99: Proceedings of an international conference, Santander, Spain, 7–10 June, 1999 (pp. 592–602). Rotterdam: Balkema.
   Google Scholar
• Biésel, F., & Suquet, F. (1951). Les appareils générateurs de houle en laboratoire. La Houille Blanche, 5, 723–737. doi: 10.1051/lhb/1951057
   Google Scholar
• Bullock, G. N., Obhrai, C., Peregrine, D. H., & Bredmose, H. (2007). Violent breaking wave impacts. Part 1: Results from large-scale regular wave tests on vertical and sloping walls. Coastal Engineering, 54(8), 602–617. doi: 10.1016/j.coastaleng.2006.12.002
   Web of Science ®Google Scholar
• Cox, S. J., & Cooker, M. J. (2001). The pressure impulse in a fluid saturated crack in a sea wall. Coastal Engineering, 42(3), 241–256. doi: 10.1016/S0378-3839(00)00062-4
   Web of Science ®Google Scholar
• Cuomo, G., Allsop, N. W. H., Bruce, T., & Pearson, J. (2010). Breaking wave loads at vertical seawalls and breakwaters. Coastal Engineering, 57(4), 424–439. doi: 10.1016/j.coastaleng.2009.11.005
   Web of Science ®Google Scholar
• Frostick, L. E., McLelland, S. J., & Mercer, T. G. (2011). Users guide to physical modelling and experimentation: Experience of the HYDRALAB network. Boca Raton, FL: CRC Press.
   Google Scholar
• Goda, Y. (1967). Travelling secondary wave crest in wave channels. Apendix to laboratory investigation on wave transmition over breakwaters Rep No Port Harbour Research Institute Japan, 13 SRC.
   Google Scholar
• Goda, Y. (1974). New wave pressure formulae for composite breakwaters. In Proceedings of the 14th International Coastal Engineering Conference, 3, 1702–1720. Retrieved from https://icce-ojs-tamu.tdl.org/icce/index.php/icce/article/view/2995
   Google Scholar
• Goda, Y. (1985). Random seas and design of marine structures. Tokyo: University of Tokyo Press.
   Google Scholar
• Goda, Y. (1997). Recurring evolution of water waves through nonresonant interactions. In B. L. Edge, J. M. Hemsley & Y. Goda (Eds.), Ocean wave measurement and analysis: proceedings of the third international symposium WAVES 97: November 3–7, 1997 Ramada Plaza Resorct Viriginia Beach, Virginia, USA. Vol. 1. ASCE.
   Google Scholar
• Goring, D. G. (1979). Tsunamis – the propagation of long waves onto a shelf. Pasadena, CA: California Institute of Technology.
   Google Scholar
• Hofland, B., Lech Kaminski, M., & Wolters, G. (2010). Large scale wave impacts on a vertical wall. Proceedings of 32nd conference on Coastal Engineering, Shanghai, China.
   Google Scholar
• Hudspeth, R. T., & Sulisz, W. (1991). Stokes drift in two-dimensional wave flumes. Journal of Fluid Mechanics, 230, 209–229. doi: 10.1017/S0022112091000769
   Web of Science ®Google Scholar
• Hughes, S. A. (1993). Physical models and laboratory techniques in coastal engineering. Singapore: World Scientific.
   Google Scholar
• Madsen, O. S. (1971). On the generation of long waves. Journal of Geophysical Research, 76, 8672–8683. doi: 10.1029/JC076i036p08672
   Web of Science ®Google Scholar
• Marzeddu, A., Gironella, X., & Sánchez-Arcilla, A. (2013). Impulsive wave loads on rigid structures, an experimental approach. Journal of Coastal Research, 1, 332–337. doi: 10.2112/SI65-057.1
   Web of Science ®Google Scholar
• Marzeddu, A., Gironella, X., Sachez-Arcilla, A., & Sutherland, J. (2014). Laboratory effects on measuring impact loads on rigid coastal structure. In 3rd IAHR Europe congress: book of proceedings, 2014, Porto – Portugal (pp. 1–9). IAHR.
   Google Scholar
• Minikin, R. C. R. (1963). Winds, waves, and maritime structures: Studies in harbour making and in the protection of coasts. London: Griffin.
   Google Scholar
• Morison, J. R., Crooke, R. C., & Washington, D. C. (1953). The mechanics of deep and breaking waves: beach erosion board (Tech Memo No. 40 SRC).
   Google Scholar
• Oliveira, T., Gironella, F., Sanchez-Arcilla, A., Sierra, J., & Celigueta, M. (2009). Nonlinear regular wave generation in numerical and physical flumes. Journal of Coastal Research, 56, 1025–1029.
   Google Scholar
• Oliveira, T. C. A., Sanchez-Arcilla, A., & Gironella, X. (2012). Simulation of wave overtopping of maritime structures in a numerical wave flume. Journal of Applied Mathematics, 2012. doi: 10.1155/2012/246146
   Google Scholar
• Oliveira, T. C. A., Sachez-Arcilla, A., Gironella, F. X., & Madsen, O. S. (2017). On the generation of regular long waves in numerical wave flumes based on the particle finite element method. Journal of Hydraulic Research. doi: 10.1080/00221686.2016.1275047
   Web of Science ®Google Scholar
• Oumeraci, H. (1994). Review and analysis of vertical breakwater failures – lessons learned. Coastal Engineering, 22, 3–29. doi: 10.1016/0378-3839(94)90046-9
   Web of Science ®Google Scholar
• Oumeraci, H., Allsop, N. W. H., De Groot, M., Crouch, R., Voortman, H., & Vrijling, H. (2001). Probabilistic design tools for vertical breakwaters. Lisse: Swets & Zeitlinger.
   Google Scholar
• Schäffer, H. A. (1996). Second-order wavemaker theory for irregular waves. Ocean Engineering, 23(1), 47–88. doi: 10.1016/0029-8018(95)00013-B
   Web of Science ®Google Scholar
• Stagonas, D., Marzeddu, A., Gironella, X., & Sánchez-Arcilla, A. (2016). Measuring wave impact induced pressures with a pressure mapping system. Coastal Engineering, 112, 44–56. doi: 10.1016/j.coastaleng.2016.03.003
   Web of Science ®Google Scholar
• Takahashi, S. (2002). Design of vertical breakwaters. Yokosuka: Port and Airport Research Institute.
   Google Scholar
• Takahashi, S., Tanimoto, K., & Shimosako, K. (1994). A proposal of impulsive pressure coefficient for design of composite breakwaters. In Proceedings of the international conference on hydro-technical engineering for port and harbor construction (pp. 489–504) Yokosuka: Port and Harbour Research Institute.
   Google Scholar
• Zhang, H., & Schäffer, H. A. (2007). Approximate stream function wavemaker theory for highly non-linear waves in wave flumes. Ocean Engineering, 34(8), 1290–1302. doi: 10.1016/j.oceaneng.2006.04.010
   Web of Science ®Google Scholar