References
- Ahrens, J.P., Ward, D.L., 1991. Performance of bermed breakwaters. J. Waterw. Port, Coast. Ocean Eng. (ASCE) 117(5).
- Altomare, C., Crespo, A.J.C., Rogers, B.D., Dominguez, J.M., Gironella, X., Gomez-Gesteira, M., 2014. Numerical modeling of armour block sea breakwater with smoothed particle hydrodynamics. Comput. Struct. 130, 34-45. https://doi.org/10.1016/j.compstruc.2013.10.011
- Bakhtyar, R., Ramzi, A., Barry, D., Yeganeh-Bakhtiary, A., Zou, Q., 2010. Airwater two-phase flow modeling of turbulent surf and swash zone wave motions. Adv. Water Resour. 1560-1574.
- Cavallaro, L., Dentale, F., Donnarumma, G., Foti, E., Musumeci, R.E., Pugliese Carratelli, E., 2012. Rubble mound breakwater overtopping estimation of the reliability of a 3D numerical simulation. In: 33rd International Conference on Coastal Engineering. Santander, Spain, pp. 1-9.
- De Waal, J.P., Van Der Meer, J., 1992. Wave run-up and overtopping at coastal structures. In: ASCE Proc. Venice, Italy, pp. 1758-1771.
- Dentale, F., Russo, S.D., Carratelli, E., 2009. Innovative numerical simulation to study the fluid motion within rubble mound breakwaters and the armor stability. In: 17th Armourstone User Meeting. Wallingford, UK.
- Dentale, F., Donnarumma, G., Carratelli, E., 2012. Wave run-up and reflection on tridimensional virtual breakwater. J. Hydrogeol. Hydrol. Eng. 1(1), 102-110.
- Dentale, F., Donnaruma, G., Pugliese Carratelli, E., 2013. Rubble mound breakwater: run-up, reflection and overtopping by numerical 3D simulation. In: ICE Conference. Edinburgh, UK, pp. 120-130.
- Hsu, T., Lai, J., Lan, Y., 2011. Experimental and numerical studies on wave propagation over coarse grained sloping beach. In: Coastal Engineering Proceeding Shanghai, China, p. 681.
- Latham, J.P., Munjiza, A.,Mindel, J., Xiang, J.,Guises, R., Pain,C.C.,Gorman, G., Garcia, X., 2008. Modelling of massive particulates for breakwater engineering using coupled FEMDEM and CFD. Particuology 6, 572-583. https://doi.org/10.1016/j.partic.2008.07.010
- Latham, J.P., Anastasaki, E., Xiang, J., 2013. New modelling and analysis methods for concrete armour unit systems using FEMDEM. Coast. Eng. 77, 151-166. https://doi.org/10.1016/j.coastaleng.2013.03.001
- Moghim, M.N., Shafieefar, M., Torum, A., Chegini, V., 2011. A new formula for the sea state and structural parameters influencing the stability of homogeneous reshaping berm breakwaters. J. Coast. Eng. 58, 706-721. https://doi.org/10.1016/j.coastaleng.2011.03.006
- Najafi-Jilani, A., Monshizadeh, M., 2010. Laboratory investigations on wave run-up an transmission over breakwaters covered by antifer units. Sci. Iran. 17(6), 457-470.
- Ouyang, H.T., Chen, K.H., Tsai, C.M., 2015. Investigation on Bragg reflection of surface water waves induced by a train of fixed floating pontoon breakwaters. Int. J. Nav. Archit. Ocean. Eng. 7, 951-963. https://doi.org/10.1515/ijnaoe-2015-0066
- Ouyang, H.T., Chen, K.H., Tsai, C.M., 2016. Wave characteristics of Bragg reflections from a train of submerged bottom breakwaters. J. Hydroenvironment Res. 11, 91-100.
- Shafieefar, M., Shakeri, M.R., 2013. An experimental study on the reshaping of berm breakwaters under irregular wave attacks. J. Appl. Ocean Res. 42, 16-23. https://doi.org/10.1016/j.apor.2013.03.007
- Shankar, N.J., Jayaratne, M.P.R., 2002. Wave run-up and overtopping on smooth and rough slopes of coastal structures. J. Coast. Eng. (Elsevier) 221-238.
- Van Der Meer, J., 1993. Conceptual Design of Rubble Mound Breakwaters. Delft hydraulics. Report No. 483.
- Van Der Meer, J., Van Gent, M., Pozueta, B., Verhaeghe, H., Steendam, G., Medina, J., 2005. "Applications of a neural network to predict wave overtopping at coastal structures. Struct. Break. Lond. U. K. 259-268.
- Van Gent, M., 2001. Wave run-up on dikes with shallow foreshores. J. Waterw. Port, Coast. Ocean Eng. (ASCE) 127(5), 254-262. https://doi.org/10.1061/(ASCE)0733-950X(2001)127:5(254)
- Xiang, J., Latham, J.P., Vire, A., Anastasaki, E., Pian, c, 2012. Coupled fluidity. Y3D technology and simulation tools for numerical breakwater modeling. In: Coastal Engineering Proceedings. Santander, Spain.
Cited by
- Numerical Modeling of Failure Mechanisms in Articulated Concrete Block Mattress as a Sustainable Coastal Protection Structure vol.13, pp.22, 2021, https://doi.org/10.3390/su132212794