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Authordc.contributor.authorLe Roux, Jacobus 
Admission datedc.date.accessioned2015-08-25T02:14:33Z
Available datedc.date.available2015-08-25T02:14:33Z
Publication datedc.date.issued2015
Cita de ítemdc.identifier.citationSedimentary Geology 322 (2015) 63–66en_US
Identifierdc.identifier.otherDOI: 10.1016/j.sedgeo.2015.04.002
Identifierdc.identifier.urihttps://repositorio.uchile.cl/handle/2250/133081
General notedc.descriptionArtículo de publicación ISIen_US
Abstractdc.description.abstractAn improved method is presented to determine the threshold boundary velocity required to entrain sediments under waves, using the non-dimensional group settling velocity of sediments ranging from very fine sand to granules (0.1-33 mm), together with a dimensionless boundary velocity. In combination with a more accurate method to calculate the actual boundary velocity under linear as well as non-linear waves, this allows sediment entrainment to be predicted from deep water up to the breaker zone.en_US
Patrocinadordc.description.sponsorshipCONICYT-FONDAP 15090013en_US
Lenguagedc.language.isoenen_US
Publisherdc.publisherElsevieren_US
Type of licensedc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile*
Link to Licensedc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/*
Keywordsdc.subjectEntrainment thresholden_US
Keywordsdc.subjectWavesen_US
Keywordsdc.subjectSediment transporten_US
Keywordsdc.subjectBoundary velocityen_US
Títulodc.titleEntrainment threshold of sand- to granule-sized sediments under wavesen_US
Document typedc.typeArtículo de revista


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Atribución-NoComercial-SinDerivadas 3.0 Chile
Except where otherwise noted, this item's license is described as Atribución-NoComercial-SinDerivadas 3.0 Chile