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dc.contributor.authorVu, Thi Thu Thuyvi
dc.contributor.otherNielsen, P.vi
dc.contributor.otherNghiem, Tien Lamvi
dc.contributor.otherKuma, S.J.vi
dc.date.accessioned2020-04-10T06:02:18Z-
dc.date.available2020-04-10T06:02:18Z-
dc.date.issued2012-
dc.identifier.urihttp://tailieuso.tlu.edu.vn/handle/DHTL/8390-
dc.description.abstractLaboratory measurements of sand barrier dynamics are presented in terms of sediment transport or morphology changes through (i) wave only and (ii) combined wave and current cases. The trend in sediment transport direction can be seen clearly for case 1. In contrast, the direction of sediment transport in case 2 is not clear except for the combination of wave and following current Q=25l/s, where the sediment transport direction is in the direction of wave and current. Results show that none of the models are suitable for this experiment, although the Ribberink and Al-Salem (1994) formula gives least error.vi
dc.languageenvi
dc.relation.ispartofseriesProceedings of International Conference on Coastal and Port Engineering in developing countries -PIANC-COPEDEC VIII 2012, Chennai, India, pp.558-569vi
dc.subjectSand barriervi
dc.subjectMorphodynamicsvi
dc.subjectSediment transportvi
dc.subjectRippled bedvi
dc.subjectWave transmissionvi
dc.titleSand barrier dynamics by waves and currentsvi
dc.typeBBvi
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