Swash Zone Response under Various Wave Regimes

Diego Vicinanza, Tom Baldock, Pasquale Contestabile, Jose Alsina, Iván Cáceres, Maurizio Brocchini, Daniel Conley, Thomas Lykke Andersen, Peter Frigaard, Paolo Ciavola

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

5 Citationer (Scopus)

Abstrakt

The modelling of swash zone (SZ) sediment transport and the resulting morphodynamics have been areas of active research over the last decade. However, many details are still to be understood, whose knowledge will be greatly advanced by the collection of high-quality data under the controlled large-scale laboratory conditions. The research describes tests carried out in the large wave flume of the Maritime Engineering Laboratory at Catalonia University of Technology, to investigate the SZ under the storm conditions. Its main aim was to compare beach-profile responses for monochromatic waves, monochromatic waves plus free long waves, bi-chromatic waves and random waves. Both erosive and accretive conditions were considered. Results discussed here were derived from the analysis of only a part of the whole data set.
OriginalsprogEngelsk
TidsskriftJournal of Hydraulic Research
Vol/bind49
Udgave nummerS1
Sider (fra-til)55-63
Antal sider9
ISSN0022-1686
StatusUdgivet - 2011

Emneord

  • Beach Profile
  • Grouping Wave
  • Large Wave Flume
  • Sediment Transport
  • Swash Zone

Citationsformater

Vicinanza, D., Baldock, T., Contestabile, P., Alsina, J., Cáceres, I., Brocchini, M., Conley, D., Andersen, T. L., Frigaard, P., & Ciavola, P. (2011). Swash Zone Response under Various Wave Regimes. Journal of Hydraulic Research, 49(S1), 55-63.