Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/58989

TitleComparison of 1DH and 2DH mathematical models for modelling wave hydrodynamics in Ofir beach
Author(s)Vieira, Bárbara
Pinho, José L. S.
Vieira, L.
KeywordsBOUSS-2D
Coastal hydrodynamics
COULWAVE
Detached breakwater
Dissipated wave energy
Mathematical modelling
Issue dateSep-2018
CitationVieira B., Pinho J. L. S., Vieira L. Comparison of 1DH and 2DH Mathematical Models for Modelling Wave Hydrodynamics in Ofir Beach, HIC 2018. 13th International Conference on Hydroinformatics, Vol. 3, pp. 2196-2203, doi:10.29007/gp4l, 2018
Abstract(s)Coastal zone protection is a very crucial issue in order to defend populations and infrastructures as well as to environment conservation. Adequate tools must be tested and implemented for supporting engineering solutions to face this challenge. In this study, 1DH and 2DH models were applied to simulate wave hydrodynamics at Ofir beach, NW Portugal. For this purpose, COULWAVE (1DH) and BOUSS-2D (2DH) models were implemented considering both the presence of a detached breakwater and natural conditions aiming the study of the impact of these structures on the significant wave height and the wave energy. A comparison of the performance of the two models was also developed. The methodology adopted in this research work, where a generalised methodology of models applications was used, allows its replication to other coastal stretches being this application dependent on local environmental conditions
TypeConference paper
URIhttp://hdl.handle.net/1822/58989
ISSN2516-2330
Publisher versionhttps://easychair.org/publications/paper/kr32
Peer-Reviewedyes
AccessOpen access
Appears in Collections:C-TAC - Comunicações a Conferências Internacionais


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