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dc.contributor.authorSandra
dc.contributor.authorFernández-Fernández
dc.contributor.authorPaulo
dc.contributor.authorBaptista
dc.contributor.authorVirgínia A.
dc.contributor.authorMartins
dc.contributor.authorPaulo A.
dc.contributor.authorSilva
dc.contributor.authorTiago
dc.contributor.authorAbreu
dc.contributor.authorJoaquim
dc.contributor.authorPais-Barbosa
dc.contributor.authorCristina
dc.contributor.authorBernardes
dc.contributor.authorPaulo
dc.contributor.authorMiranda
dc.contributor.authorMariana V. L.
dc.contributor.authorRocha
dc.contributor.authorFábio
dc.contributor.authorSantos
dc.contributor.authorAna
dc.contributor.authorBernabeu
dc.contributor.authorDaniel
dc.contributor.authorRey
dc.date.accessioned2017-05-08T22:30:41Z
dc.date.available2017-05-08T22:30:41Z
dc.date.copyrightMarch 2016
dc.date.issued2016
dc.identifier.other47614310.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/81787
dc.description.abstractThis work aims to shed some light on longshore sediment transport (LST) in the highly energetic northwest coast of Portugal. Data achieved through a sand-tracer experiment are compared with data obtained from the original and the new re-evaluated longshore sediment transport formulas (USACE Waterways Experiment Station’s Coastal Engineering and Research Center, Kamphuis, and Bayram bulk formulas) to assess their performance. The field experiment with dyed sand was held at Ofir Beach during one tidal cycle under medium wave-energy conditions. Local hydrodynamic conditions and beach topography were recorded. The tracer was driven southward in response to the local swell and wind- and wave-induced currents (
dc.publisherAmerican Society of Civil Engineers
dc.titleLongshore Transport Estimation on Ofir Beach in Northwest Portugal: Sand-Tracer Experiment
dc.typeJournal Paper
dc.journal.volume142
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000319
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2016:;Volume ( 142 ):;issue: 002
dc.contenttypeFulltext


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