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Mario, Beneduce. (2019). Design of a wavemaker for the water tank at the Politecnico di
Torino. Torino: Politecnico Di Torino.
Moretto, M. (2020) An efficient numerical approach to model wave overtopping of rubble
mound breakwaters. Université de Delf.
Papadopoulos, D. (2012). Scour below the toe of breakwaters: Investigation of scour formation
through a geometrically open filter configuration located at the toe of a rubble mound
breakwater lying upon sand.
Sharp, B. N. (1996). CONSOLIDATION SETTLEMENT OF QUAY WALLS, QUAY APRONS
AND CRANE RAILS INVOLVING ROCKFILL. Proceedings of the Institution of Civil
Engineers-Water Maritime and Energy, 118(3),p.p. 177-188.
Shore protection manual (Vol. 1). (1984). Department of the Army, Waterways Experiment
Station, Corps of Engineers, Coastal Engineering Research Center. (US), Coastal
Engineering Research Center.
Stander, C. (2015). Analysis of extreme events in the coastal engineering environment (Doctoral
dissertation, Stellenbosch:. Stellenbosch University, 2015.
Steve, Hughes. (1993). Physical Models and Laboratory Techniques in Coastal Engineering.
USA: Coastal Engineering Research Center, 1993.
Stuart, Coles. (2001). An Introduction to Statistical Modeling of Extreme Values. London:
Springer Series in Statistics, 2001.
Symonds, A. M., Vijverberg, T., et al. (2017). COMPARISON BETWEEN MIKE 21 FM,
DELFT3D AND DELFT3D FM FLOW MODELS OF WESTERN PORT BAY, AUSTRALIA.
Coastal Engineering Proceedings, 1(35), currents.11. https://doi.org/10.9753/icce.v35.currents.11
Thompson, Paul, Dominic et al Reve. (2009). «Automated threshold selection methods for
extreme wave analysis.» Coastal Engineering.
Troch, P. (2001). Experimental study and numerical modelling of pore pressure attenuation
inside a rubble mound breakwater. PIANC bulletin, 109, 1-27.
Verhaeghe, H., Meer, J. W., et al. (2003). Wave overtopping database as the starting point for a
neural network prediction method. doi:10.1061/40733(147)35
Winkel, S. (2020). Improving the breakwater design process by using a design automation tool.
Pays-Bas: Delft University of Technology.
Mario, Beneduce. (2019). Design of a wavemaker for the water tank at the Politecnico di
Torino. Torino: Politecnico Di Torino.
Moretto, M. (2020) An efficient numerical approach to model wave overtopping of rubble
mound breakwaters. Université de Delf.
Papadopoulos, D. (2012). Scour below the toe of breakwaters: Investigation of scour formation
through a geometrically open filter configuration located at the toe of a rubble mound
breakwater lying upon sand.
Sharp, B. N. (1996). CONSOLIDATION SETTLEMENT OF QUAY WALLS, QUAY APRONS
AND CRANE RAILS INVOLVING ROCKFILL. Proceedings of the Institution of Civil
Engineers-Water Maritime and Energy, 118(3),p.p. 177-188.
Shore protection manual (Vol. 1). (1984). Department of the Army, Waterways Experiment
Station, Corps of Engineers, Coastal Engineering Research Center. (US), Coastal
Engineering Research Center.
Stander, C. (2015). Analysis of extreme events in the coastal engineering environment (Doctoral
dissertation, Stellenbosch:. Stellenbosch University, 2015.
Steve, Hughes. (1993). Physical Models and Laboratory Techniques in Coastal Engineering.
USA: Coastal Engineering Research Center, 1993.
Stuart, Coles. (2001). An Introduction to Statistical Modeling of Extreme Values. London:
Springer Series in Statistics, 2001.
Symonds, A. M., Vijverberg, T., et al. (2017). COMPARISON BETWEEN MIKE 21 FM,
DELFT3D AND DELFT3D FM FLOW MODELS OF WESTERN PORT BAY, AUSTRALIA.
Coastal Engineering Proceedings, 1(35), currents.11. https://doi.org/10.9753/icce.v35.currents.11
Thompson, Paul, Dominic et al Reve. (2009). «Automated threshold selection methods for
extreme wave analysis.» Coastal Engineering.
Troch, P. (2001). Experimental study and numerical modelling of pore pressure attenuation
inside a rubble mound breakwater. PIANC bulletin, 109, 1-27.
Verhaeghe, H., Meer, J. W., et al. (2003). Wave overtopping database as the starting point for a
neural network prediction method. doi:10.1061/40733(147)35
Winkel, S. (2020). Improving the breakwater design process by using a design automation tool.
Pays-Bas: Delft University of Technology.