(204 words)Many coastal protection structures in the UK have been designed for storm surges with appropriate return periods but their performance during tsunami-type waves is uncertain. A shallow water and Boussinesq (referred to as SWAB) model is well suited to the investigation of both nearshore storm waves and tsunami waves. This paper makes use of the SWAB model to compare the effect on coastal structures of solitary waves and storm waves. Wave runup parameters for both types of wave are generated, and shown to be in good agreement with experimental data.The equations behind the SWAB model were derived assuming a small bed slope, and are therefore not suitable for modelling waves interacting with vertical and near-vertical structures.However, the introduction of a reverse momentum term, to take account of a jet of water typical of a breaking wave impacting against a structure, allows wave overtopping volumes to be well predicted although it had a minor effect on the forces acting on the structure. Comparisons with experimental data, both with solitary waves and storm waves, are presented. Using this model, the difference between the impact, in terms of wave forces and wave overtopping, of tsunami waves and storm waves for a given structure is investigated.
Keywords chosen from ICE Publishing listCoastal engineering; Sea defences; Computational mechanics.
List of notation (examples below)constant controlling linear dispersion in SWAB model