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Impact of a dredged sandpit on tidal and wave hydrodynamics

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dc.contributor.author Lopes, V. pt_BR
dc.contributor.author Silva, P. A. pt_BR
dc.contributor.author Bertin, X. pt_BR
dc.contributor.author Fortunato, A. B. pt_BR
dc.contributor.author Oliveira, A. pt_BR
dc.date.accessioned 2010-04-26T07:38:46Z pt_BR
dc.date.accessioned 2014-10-20T09:49:53Z pt_BR
dc.date.accessioned 2016-04-28T14:10:07Z
dc.date.available 2010-04-26T07:38:46Z pt_BR
dc.date.available 2014-10-20T09:49:53Z pt_BR
dc.date.available 2016-04-28T14:10:07Z
dc.date.issued 2009 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/17101
dc.description.abstract Due to the increasing sand demand for construction and beach nourishment, offshore extraction is being considered as an alternative source. Long term morphological changes caused by such an extraction must be predicted because they can affect the sediments budget and potentially promote coastal erosion. Numerical models are powerful tools that can help in the evaluation of environmental impacts induced by this activity. They should, however, be used with caution, the validation of a particular model being an important task. The objective of this study is to describe the hydrodynamics in the area surrounding a sandpit through the use of numerical models, namely ELCIRC for the tidal flow and SWAN for the waves. The sandpit under study is located offshore Vale do Lobo, an important beach and golf resort located on the Southern Portuguese coast. A wave climate analysis was done in order to assess mean wave conditions and to choose extreme events to propagate with SWAN. Four wave conditions were identified as representative. The numerical results obtained show that the tidal flow and the orbital wave velocities within the pit and neighbouring areas are modified by the presence of the pit. The excavation influences the tidal flow in an area of approximately 3000 * 3000 m2 around it. In this area the maximum velocity increase is of 2%, occurring in the nearby surroundings of the pit, and the maximum decrease is of 16%, in the pit deepest zone. The orbital velocities for the storm wave conditions show a decrease of 15% within the pit and its influence extends up to the 4 m contour, not reaching the shore. pt_BR
dc.language.iso eng pt_BR
dc.publisher Journal of Coastal Research pt_BR
dc.rights restrictedAccess pt_BR
dc.subject Sand extraction pt_BR
dc.subject Continental shelf pt_BR
dc.subject Numerical simulations pt_BR
dc.title Impact of a dredged sandpit on tidal and wave hydrodynamics pt_BR
dc.type workingPaper pt_BR
dc.description.pages 529-533 pt_BR
dc.identifier.seminario ICS2009 (Proceedings) pt_BR
dc.description.volume SI 56 pt_BR


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