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dc.contributor.authorMohammad Saud Afzal
dc.contributor.authorLars Erik Holmedal
dc.contributor.authorDag Myrhaug
dc.date.accessioned2022-02-01T00:33:16Z
dc.date.available2022-02-01T00:33:16Z
dc.date.issued4/1/2021
dc.identifier.other%28ASCE%29HY.1943-7900.0001862.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271635
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.
dc.publisherASCE
dc.titleSediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streaming
dc.typeJournal Paper
dc.journal.volume147
dc.journal.issue4
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/(ASCE)HY.1943-7900.0001862
dc.journal.fristpage04021007-1
dc.journal.lastpage04021007-15
dc.page15
dc.treeJournal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 004
dc.contenttypeFulltext


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