Nonlinear wave forces exerted on a vertical breakwater, due to short-crested (3D) wave groups, when an exceptionally high wave crest occurs, are investigated. The analytical investigations are based on a closed form solution for the reflection of short-crested wave groups, whose derivation is shown in the paper. It is obtained that the effects of non-linearity strongly affect the linear processes of both wave pressures and wave forces. In particular, a very important result is the occurrence of double positive peaks in the wave force process. Beneath the highest wave crest a local minimum of the wave force is observed with the formation of two maxima for each wave crest impact.
Three-dimensional Nonlinear Wave Groups interacting with an Upright Breakwater / Romolo, Alessandra; Arena, F. - 4:(2009), pp. 3681-3693. (Intervento presentato al convegno 31st International Conference on Coastal Engineering (ICCE 2008) tenutosi a Amburgo, Germania nel 31 Agosto - 5 Settembre 2008).
Three-dimensional Nonlinear Wave Groups interacting with an Upright Breakwater
ROMOLO, Alessandra;ARENA F
2009-01-01
Abstract
Nonlinear wave forces exerted on a vertical breakwater, due to short-crested (3D) wave groups, when an exceptionally high wave crest occurs, are investigated. The analytical investigations are based on a closed form solution for the reflection of short-crested wave groups, whose derivation is shown in the paper. It is obtained that the effects of non-linearity strongly affect the linear processes of both wave pressures and wave forces. In particular, a very important result is the occurrence of double positive peaks in the wave force process. Beneath the highest wave crest a local minimum of the wave force is observed with the formation of two maxima for each wave crest impact.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.