Wave overtopping pressures and spatial distribution behind rubble mound breakwaters
Wave overtopping pressures and spatial distribution behind rubble mound breakwaters.
Watson, P.and Nuyts, S. and Murphy, J. and Lizondo, S. and Avgeris, I.
In: Protections 2018 (3rd International Conference on Protection against Overtopping), 6-8 June 2018, Grange-over-Sands, UK. (2018)
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|Abstract:||Currently, there is no widely accepted method to determine the pressure profiles induced by wave overtopping behind the crest of a breakwater other than physical modelling. In this experimental study, the spatial distribution of overtopping pressures on a vertical structure is investigated at various distances behind a rubble mound breakwater with a crown wall. A 2D physical modelling study in presented in an attempt to derive a practical method for estimating these overtopping pressures. The variability of overtopping wave pressures behind the crest of a breakwater is also discussed. Rule of thumb guidelines are proposed which will contribute to better concept and schematic structural designs in advance of physical model testing.|
|Item Type:||Conference or Workshop Item (Paper)|
|Subjects:||Coasts > Overtopping|
|Deposited On:||18 Sep 2018 14:21|
|Last Modified:||18 Sep 2018 14:21|
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