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    Sediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streaming

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 004::page 04021007-1
    Author:
    Mohammad Saud Afzal
    ,
    Lars Erik Holmedal
    ,
    Dag Myrhaug
    DOI: 10.1061/(ASCE)HY.1943-7900.0001862
    Publisher: ASCE
    Abstract: The 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.
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      Sediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streaming

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4271635
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    • Journal of Hydraulic Engineering

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    contributor authorMohammad Saud Afzal
    contributor authorLars Erik Holmedal
    contributor authorDag Myrhaug
    date accessioned2022-02-01T00:33:16Z
    date available2022-02-01T00:33:16Z
    date issued4/1/2021
    identifier other%28ASCE%29HY.1943-7900.0001862.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271635
    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.
    publisherASCE
    titleSediment Transport in Combined Wave–Current Seabed Boundary Layers due to Streaming
    typeJournal Paper
    journal volume147
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001862
    journal fristpage04021007-1
    journal lastpage04021007-15
    page15
    treeJournal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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