[1]
H. J. De Vriend, M. Capobianco, T. Chesher, H.E. de Swart, B. Latteux, and M.J.F. Stive: Approaches to long-term modelling of coastal morphology, a review. In: Coastal Engineering, Vol. 21(1-3), (1993), pp.225-269.
DOI: 10.1016/0378-3839(93)90051-9
Google Scholar
[2]
A. Zacharioudaki and D.E. Reeve: Semianalytical solutions of shoreline response to time-varying wave conditions. In: Journal of Waterway, Port, Coastal and Ocean Engineering, Vol. 134(5), (2008), pp.265-274.
DOI: 10.1061/(asce)0733-950x(2008)134:5(265)
Google Scholar
[3]
J.W. Kamphuis: Effective modelling of coastal morphology, Proceedings of the 11th Australian Conference on Coastal and Ocean Engineering, (1993), pp.173-179.
Google Scholar
[4]
D.E. Reeve and C.A. Fleming: A statistical-dynamic method for predicting long term coastal evolution. In: Journal Coastal Engineering, Vol. 30(3-4), (1997), pp.259-280.
DOI: 10.1016/s0378-3839(96)00048-8
Google Scholar
[5]
H. Hanson: GENESIS, A generalized shoreline change numerical model. In: Journal of Coastal Research, Vol. 5(1), (1987), pp.1-27.
Google Scholar
[6]
H. Hanson, S. Aarminkhof, M. Capobianco, J.A. Jimenez, M. Larson, R.J. Nicholls, N.G. Plant, H.N. Southgate, H.J. Steetzel, M.J.F. Stive and H.J. de Vriend: Modelling of coastal evolution on yearly to decadal time scales. In: Journal of Coastal Research, Vol. 19(4), (2003).
Google Scholar
[7]
G. Barbaro and G. Foti: Shoreline behind a breakwater for wave energy absorption in Reggio Calabria, Comparison between theoretical models and experimental data, Proceedings of the 2nd International Conference on Physical Coastal Processes, Management and Engineering, Naples, Italy, (2011).
DOI: 10.2495/cp110201
Google Scholar
[8]
G. Barbaro and G. Foti: Shoreline behind a breakwater, comparison between theoretical models and field measuraments for the Reggio Calabria sea. In: Journal of Coastal Research, Vol. 29(1), (2013), pp.216-224.
DOI: 10.2112/jcoastres-d-12-00024.1
Google Scholar
[9]
A. J. Bowen: The generation of longshore currents on a plane beach. In: Journal of Marine Research, Vol. 27, (1969), pp.206-215.
Google Scholar
[10]
M. S. Longuet-Higgins and R.W. Stewart: Radiation stress in water waves: a physical discussion with applications. In: Deep-Sea Research, Vol. 11(4), (1964), pp.529-562.
DOI: 10.1016/0011-7471(64)90001-4
Google Scholar
[11]
P. D. Komar: The mechanics of sand transport on beaches. In: Journal of Geophysical Research, Vol. 76(3), (1971), pp.713-721.
DOI: 10.1029/jc076i003p00713
Google Scholar
[12]
U.S. Army Corps of Engineers (USACE), in: Shore Protection Manual, Vicksburg, Mississippi, USA, U.S. Army Corps of Engineers Research and Development Center, Coastal and Hydraulics Laboratory (1984).
DOI: 10.5962/bhl.title.47829
Google Scholar
[13]
G. R. Tomasicchio, F. D'Alessandro, G. Barbaro and G. Malara: General longshore transport model. In: Coastal Engineering, Vol. 71, (2013), pp.28-36.
DOI: 10.1016/j.coastaleng.2012.07.004
Google Scholar
[14]
R. G. Dean: Beach nourishment, Design Principles, Proceedings Short Course attached to the 25th International Conference on Coastal Engineering, Venice, Italy, (1992), pp.301-349.
Google Scholar
[15]
M. E. McCormick: Equilibrium shoreline response in breakwaters. In: Journal of Waterway, Port, Coastal and Ocean Engineering, Vol. 119(6), (1993), pp.657-670.
DOI: 10.1061/(asce)0733-950x(1993)119:6(657)
Google Scholar
[16]
J. R. C. Hsu and R. Silvester: Accretion behind single offshore breakwater. In: Journal of Waterway, Port, Coastal and Ocean Engineering, Vol. 116(3), (1990), pp.367-380.
DOI: 10.1061/(asce)0733-950x(1990)116:3(362)
Google Scholar
[17]
M. Gonzalez and R. Medina: Equilibrium shoreline response behind a single offshore breakwater (Proceedings of the 4th International Conference on Coastal Engineering and Coastal Sediment Processes, Long Island, New York, USA, 1999, pp.844-859).
Google Scholar
[18]
G. Barbaro: On the estimate of the design wave for offshore structures in Italian waters. In: International Journal of Maritime Engineering, Vol. 164, (2011), pp.115-125.
Google Scholar
[19]
A. Romolo, G. Malara, G. Barbaro and F. Arena: An analytical approach for the calculation of random wave forces on submerged tunnels. In: Applied Ocean Research, Vol. 31, (2009), pp.31-36.
DOI: 10.1016/j.apor.2009.04.001
Google Scholar
[20]
P. Boccotti, F. Arena, V. Fiamma, A. Romolo and G. Barbaro: Estimation of mean spectral directions in random seas. In: Ocean Engineering, Vol. 38, (2011), pp.509-518.
DOI: 10.1016/j.oceaneng.2010.11.018
Google Scholar
[21]
P. Boccotti, F. Arena, V. Fiamma and G. Barbaro: Field experiment on random wave forces acting on vertical cylinders. In: Probabilistic Engineering Mechanics, Vol. 28, (2012), pp.39-51.
DOI: 10.1016/j.probengmech.2011.08.003
Google Scholar
[22]
P. Boccotti, F. Arena, V. Fiamma, A. Romolo and G. Barbaro: Small scale field experiment on wave forces on upright breakwaters. In: Journal of Waterway, Port, Coastal and Ocean Engineering, Vol. 138, (2012), pp.97-114.
DOI: 10.1061/(asce)ww.1943-5460.0000111
Google Scholar
[23]
G. Barbaro, G. Foti and C.L. Sicilia: Wave forces on upright breakwater, evaluation and case study. In: Disaster Advances, Vol. 6, (2013), pp.90-95.
Google Scholar
[24]
G. R. Tomasicchio, F. D'Alessandro and G. Barbaro: Composite modeling for large-scale experiments on wave-dune interaction. In: Journal of Hydraulic Research, Vol. 49, (2011), pp.15-19.
DOI: 10.1080/00221686.2011.604576
Google Scholar
[25]
G. Barbaro, G. Foti and G. Malara: Set-up due to random waves: influence of the directional spectrum, Proceedings of the 30th International Conference on Ocean, Offshore and Arctic Engineering OMAE, Rotterdam, The Netherlands, (2011), pp.1-10.
DOI: 10.1115/omae2011-49977
Google Scholar
[26]
G. Barbaro, G. Foti and G. Malara: Set-up due to random waves: influence of the directional spectrum. In: International Journal of Maritime Engineering, Vol. 160, (2013), pp. A105-A115.
DOI: 10.5750/ijme.v155ia3.900
Google Scholar
[27]
F. Arena, G. Malara, G. Barbaro, A. Romolo and S. Ghiretti: Long term modelling of wave run-up and overtopping during sea storms. In: Journal of Coastal Research, Vol. 29(2), (2013), pp.419-429.
DOI: 10.2112/jcoastres-d-12-00050.1
Google Scholar
[28]
F. Arena, G. Barbaro and A. Romolo: Return period of a sea storm with at least two waves higher than a fixed threshold, Proceedings of the 28th International Conference on Ocean, Offshore and Arctic Engineering OMAE, Honolulu, United States, (2009).
DOI: 10.1115/omae2009-80031
Google Scholar
[29]
F. Arena and G. Barbaro: The Natural Ocean Engineering Laboratory, NOEL, in Reggio Calabria, Italy: a Commentary and Announcement. In: Journal of Coastal Research, Vol. 29, (2013), pp.7-10.
DOI: 10.2112/13a-00004
Google Scholar
[30]
F. Arena, G. Barbaro and A. Romolo: Return period of a sea storm with at least two waves higher than a fixed threshold. In: Mathematical Problems in Engineering, (2013), pp.1-6.
DOI: 10.1155/2013/416212
Google Scholar
[31]
G. Barbaro, G. Foti and C. L. Sicilia: Coastal erosion in the South of Italy. Disaster Advances, in press.
Google Scholar