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dc.contributor.authorAfzal, Mohammad Saud
dc.contributor.authorHolmedal, Lars Erik
dc.contributor.authorMyrhaug, Dag
dc.date.accessioned2021-09-21T11:19:27Z
dc.date.available2021-09-21T11:19:27Z
dc.date.created2021-01-26T22:28:42Z
dc.date.issued2021
dc.identifier.citationJournal of Hydraulic Engineering. 2021, 147 (4), .en_US
dc.identifier.issn0733-9429
dc.identifier.urihttps://hdl.handle.net/11250/2779841
dc.description.abstractThe sediment transport in the seabed boundary layer due to wave-induced streaming has been investigated for nonzero angle between the current and the waves. The mean sediment transport is a result of interaction between streaming due to wave skewness, the Longuet-Higgins streaming, and the wave–current interaction. For colinear waves, the mean sediment transport is directed along the wave propagation direction, with the largest transport taking place beneath the waves propagating in the direction of the current. Mean sediment transport decreases with increasing angle between the current and the waves. For a particular angle, the mean sediment transport beneath second-order Stokes waves is largest and decreases in the following order: linear propagating waves followed by horizontally uniform Stokes forcing and smallest for horizontally uniform linear forcing. The direction of the mean sediment transport is rotated toward the current away from the direction in which the wave propagates. The magnitude of rotation is smallest for second-order Stokes waves and increases in the following order; linear propagating waves followed by horizontally uniform Stokes forcing, and largest for horizontally uniform linear forcing.en_US
dc.language.isoengen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.titleSediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streamingen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionacceptedVersionen_US
dc.rights.holderThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineersen_US
dc.source.pagenumber15en_US
dc.source.volume147en_US
dc.source.journalJournal of Hydraulic Engineeringen_US
dc.source.issue4en_US
dc.identifier.doi10.1061/(ASCE)HY.1943-7900.0001862
dc.identifier.cristin1879988
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode2


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