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    Wave‐current Models for Design of Marine Structures

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author:
    Nabil M. Ismail
    DOI: 10.1061/(ASCE)0733-950X(1984)110:4(432)
    Publisher: American Society of Civil Engineers
    Abstract: Modifications to vertical velocity profiles of coastal currents due to surface gravity waves were experimentally and theoretically examined. Results on these modifications were used to develop guidelines for approximating the form of current velocity profiles to be used in predictive models of wave kinematics. The validity of the guidelines was established by comparing the experimental data of wave particle velocities with the theoretical predictions of two wave‐current models which approximate the shear current by: (1) A constant vorticity current; and (2) a uniform velocity over the water depth. The results show that opposing waves decrease the current mean velocity close to the bottom and increase the mean velocity and the current shear near the free surface. Following waves increase mean velocity and velocity gradient of the current, close to the bottom, and might cause the shear at the surface to be negative. Models for constant vorticity and uniform velocity approximations are found to yield accurate predictions of horizontal particle velocities for waves on opposing and following currents, respectively.
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      Wave‐current Models for Design of Marine Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40392
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorNabil M. Ismail
    date accessioned2017-05-08T21:08:46Z
    date available2017-05-08T21:08:46Z
    date copyrightNovember 1984
    date issued1984
    identifier other%28asce%290733-950x%281984%29110%3A4%28432%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40392
    description abstractModifications to vertical velocity profiles of coastal currents due to surface gravity waves were experimentally and theoretically examined. Results on these modifications were used to develop guidelines for approximating the form of current velocity profiles to be used in predictive models of wave kinematics. The validity of the guidelines was established by comparing the experimental data of wave particle velocities with the theoretical predictions of two wave‐current models which approximate the shear current by: (1) A constant vorticity current; and (2) a uniform velocity over the water depth. The results show that opposing waves decrease the current mean velocity close to the bottom and increase the mean velocity and the current shear near the free surface. Following waves increase mean velocity and velocity gradient of the current, close to the bottom, and might cause the shear at the surface to be negative. Models for constant vorticity and uniform velocity approximations are found to yield accurate predictions of horizontal particle velocities for waves on opposing and following currents, respectively.
    publisherAmerican Society of Civil Engineers
    titleWave‐current Models for Design of Marine Structures
    typeJournal Paper
    journal volume110
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1984)110:4(432)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 004
    contenttypeFulltext
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