Flared front pile supported breakwater in oblique waves

References

• Anand, K.V., Sundar, V., and Sannasiraj, S.A. (2010). “Dynamic pressures on curved front seawall models under random waves.” J. Hydrodyn., 22, 521–527. doi:10.1016/S1001-6058(09)60249-3
   Web of Science ®Google Scholar
• Castellino, M., Sammarco, P., Romano, A., Martinelli, L., Ruol, P., Franco, L., and De Girolamo, P. (2018). “Large impulsive forces on recurved parapets under non-breaking waves. A numerical study.” Coast. Eng., 136, 1–15. doi:10.1016/j.coastaleng.2018.01.012
   Web of Science ®Google Scholar
• Contestabile, P., Crispino, G., Russo, S., Gisonni, C., Cascetta, F., and Vicinanza, D. (2020). “Crown wall modifications as response towave overtopping under a future sea level scenario: An experimental parametric study for an innovative composite seawall.” Appl. Sci., 10, 22–27
   Google Scholar
• Gomes, A., Pinho, J.L.S., Valente, T., Do Carmo, J.S.A., and Hegde, A.V. (2020). “Performance assessment of a semi-circular breakwater through CFD modelling.” J. Mar. Sci. Eng., 8, 1–16
   Web of Science ®Google Scholar
• Huang, J., and Chen, G. (2020). “Experimental modeling of wave load on a pile-supported wharf with pile breakwater.” Ocean Eng., 201, 107–149
   Web of Science ®Google Scholar
• Jemi Jeya, T.J., Sriram, V., and Sundar, V. (2016) “Hydrodynamic characteristics of quarter circular and semi circular breakwater”. Proc. APD-IAHR 2016, Aug 28-31, Colombo (Srilanka).
   Google Scholar
• Kamikubo, Y., Murakami, K., Irie, I., Kataoka, Y., and Takehana, N. (2003). “Reduction of wave overtopping and water spray with using flaring shaped seawall.” Eng. Conf., 5, 671–676
   Google Scholar
• Koraim, A.S. (2015). “Mathematical study for analyzing caisson breakwater supported by two rows of piles.” Ocean Eng., 104, 89–106. doi:10.1016/j.oceaneng.2015.04.088
   Web of Science ®Google Scholar
• Laju, K., Sundar, V., and Sundaravadivelu, R. (2007). “Studies on pile supported double skirt breakwater models.” J Ocean Technol., II(1, winter), 33–53.
   Google Scholar
• Laju, K., Sundar, V., and Sundaravadivelu, R. (2011). “Hydrodynamic characteristics of pile supported skirt breakwater models.” Appl. Ocean Res., 33, 12–22. doi:10.1016/j.apor.2010.12.004
   Web of Science ®Google Scholar
• Mallayachari, V., and Sundar, V. (1995). “Standing wave pressures due to regular random waves on a vertical wall.” Ocean Eng., 22(8), 859–879. doi:10.1016/0029-8018(95)00011-9
   Web of Science ®Google Scholar
• Mansard, E.P.D., and Funke, E.R. (1980). “The measurement of incident and reflected spectra using a least squares method”. 17th Coastal Engineering Conference, Sidney, Australia, Coast. Eng, 154–172.
   Google Scholar
• Martinelli, L., Ruol, P., Volpato, M., Favaretto, C., Castellino, M., De Girolamo, P., Franco, L., Romano, A., and Sammarco, P. (2018). “Experimental investigation on non-breaking wave forces and overtopping at the recurved parapets of vertical breakwaters.” Coast. Eng., 141, 52–67. doi:10.1016/j.coastaleng.2018.08.017
   Web of Science ®Google Scholar
• Murakami, K., Kamikubo, Y., and Kataoka, Y. (2008). “Hydraulic performances of non-wave overtopping type seawall against sea level rise due to global warming characteristics of critical wave height.” ISOPE, 8, 706–712
   Google Scholar
• Pearson, J., Bruce, T., Allsop, W., Kortenhaus, A., and Van Der Meer, J. (2004). “Effectiveness of recurve walls in reducing wave overtopping on seawalls and breakwaters”. Proc. Coast. Eng. Conf. 2005-January, Lisbon, 4404–4416.
   Google Scholar
• Ravindar, R., Sriram, V., Schimmels, S., and Stagonas, D. (Forthcoming). “Approaches in scaling small scale experiments on the breaking wave interactions with a vertical wall attached with recurved parapets.” ASCE J. Waterways Port Coastal Ocean Eng. 10.1061/(ASCE)WW.1943-5460.0000674et al.2021)
   Google Scholar
• Stagonas, D., Ravindar, R., Sriram, V., and Schimmels, S. (2020). “Experimental evidence of the influence of recurves on wave loads at vertical seawalls.” Water (Switzerland), 12, 1–13
   Google Scholar
• Sundar, V., and Subba Rao, B.V.V. (2002). “Hydrodynamic pressure and forces on quadrant front face pile supported breakwater.” Ocean Eng., 29, 193–214. doi:10.1016/S0029-8018(01)00009-9
   Web of Science ®Google Scholar
• Sundar, V., and Subbarao, B.V.V. (2003). “Hydrodynamic performance characteristics of quadrant front-face pile-supported breakwater.” J. Waterw. Port Coastal Ocean Eng., 129, 22–33. doi:10.1061/(ASCE)0733-950X(2003)129:1(22)
   Web of Science ®Google Scholar
• Tolba, E.R., (1998). “Behavior of floating breakwater under wave action.” Ph.D. thesis, Suez Canal University, Egypt.
   Google Scholar
• Vieira, B.F.V., Pinho, J.L.S., Barros, J.A.O., and Antunes Do Carmo, J.S. (2020). “Hydrodynamics and morphodynamics performance assessment of three coastal protection structures.” J. Mar. Sci. Eng., 8(3), 175,1–22. doi:10.3390/jmse8030175
   Web of Science ®Google Scholar