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    Interaction of Incoming Waves With a Steady Intake-Pipe Flow

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1994:;volume( 116 ):;issue: 004::page 214
    Author:
    R. C. Ertekin
    ,
    Y. Z. Liu
    ,
    B. Padmanabhan
    DOI: 10.1115/1.2920154
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A linear ray theory is developed to study the interaction of water waves with a steady intake-pipe flow in deep water. The wave-current interaction model is based on the assumption that the current field is slowly varying in comparison with the wave field. With the use of the dispersion relation, an equation is derived for the wave number that also depends on the current velocity field. Imposing the condition of irrotationality of wave number, a nonlinear set of characteristic equations of oblique waves is obtained and solved numerically to determine the rays. The current field is generated by solving the 3-D potential problem of specified intake normal-velocity at the entrance of a horizontal, circular pipe of semi-infinite length, situated on the still-water level, by using the axisymmetric Rankine source method. It appears that the velocity-potential solution of the intake-pipe flow problem presented here does not exist in the literature. Finally, the local wave amplitudes are calculated through the conservation of wave-action equation to predict the focusing of wave energy.
    keyword(s): Flow (Dynamics) , Waves , Pipes , Equations , Water , Wave energy , Dispersion relations AND Water waves ,
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      Interaction of Incoming Waves With a Steady Intake-Pipe Flow

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/114176
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorR. C. Ertekin
    contributor authorY. Z. Liu
    contributor authorB. Padmanabhan
    date accessioned2017-05-08T23:45:14Z
    date available2017-05-08T23:45:14Z
    date copyrightNovember, 1994
    date issued1994
    identifier issn0892-7219
    identifier otherJMOEEX-28096#214_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114176
    description abstractA linear ray theory is developed to study the interaction of water waves with a steady intake-pipe flow in deep water. The wave-current interaction model is based on the assumption that the current field is slowly varying in comparison with the wave field. With the use of the dispersion relation, an equation is derived for the wave number that also depends on the current velocity field. Imposing the condition of irrotationality of wave number, a nonlinear set of characteristic equations of oblique waves is obtained and solved numerically to determine the rays. The current field is generated by solving the 3-D potential problem of specified intake normal-velocity at the entrance of a horizontal, circular pipe of semi-infinite length, situated on the still-water level, by using the axisymmetric Rankine source method. It appears that the velocity-potential solution of the intake-pipe flow problem presented here does not exist in the literature. Finally, the local wave amplitudes are calculated through the conservation of wave-action equation to predict the focusing of wave energy.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleInteraction of Incoming Waves With a Steady Intake-Pipe Flow
    typeJournal Paper
    journal volume116
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2920154
    journal fristpage214
    journal lastpage220
    identifier eissn1528-896X
    keywordsFlow (Dynamics)
    keywordsWaves
    keywordsPipes
    keywordsEquations
    keywordsWater
    keywordsWave energy
    keywordsDispersion relations AND Water waves
    treeJournal of Offshore Mechanics and Arctic Engineering:;1994:;volume( 116 ):;issue: 004
    contenttypeFulltext
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