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    Numerical Simulation of Nonlinear Wave Diffraction by a Vertical Cylinder

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1992:;volume( 114 ):;issue: 001::page 36
    Author:
    C. Yang
    ,
    R. C. Ertekin
    DOI: 10.1115/1.2919950
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A three-dimensional time domain approach is used to study nonlinear wave diffraction by a fixed, vertical circular-cylinder that extends to the sea floor. In this approach, the development of the flow can be obtained by a time-stepping procedure, in which the velocity potential of the flow at any instant of time is obtained by the boundary-element method. In the numerical calculations, the exact body-boundary condition is satisfied on the instantaneous wetted surface of the cylinder, and an extended Sommerfeld condition is developed and used as the numerical radiation condition. The fourth-order Adams-Bashford method is employed in the time stepping scheme. Calculations are done to obtain the nonlinear diffraction of solitary waves and Stokes second-order waves by a vertical circular-cylinder. Numerical results are compared with the available linear and second-order wave-force predictions for some given wave height and wavelength conditions, and also with experimental data. Present horizontal force results agree better with the experimental data than the previous predictions.
    keyword(s): Diffraction , Computer simulation , Cylinders , Nonlinear waves , Waves , Flow (Dynamics) , Circular cylinders , Force , Wavelength , Radiation (Physics) , Boundary element methods , Seabed AND Wave forces ,
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      Numerical Simulation of Nonlinear Wave Diffraction by a Vertical Cylinder

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/110717
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorC. Yang
    contributor authorR. C. Ertekin
    date accessioned2017-05-08T23:39:18Z
    date available2017-05-08T23:39:18Z
    date copyrightFebruary, 1992
    date issued1992
    identifier issn0892-7219
    identifier otherJMOEEX-28080#36_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/110717
    description abstractA three-dimensional time domain approach is used to study nonlinear wave diffraction by a fixed, vertical circular-cylinder that extends to the sea floor. In this approach, the development of the flow can be obtained by a time-stepping procedure, in which the velocity potential of the flow at any instant of time is obtained by the boundary-element method. In the numerical calculations, the exact body-boundary condition is satisfied on the instantaneous wetted surface of the cylinder, and an extended Sommerfeld condition is developed and used as the numerical radiation condition. The fourth-order Adams-Bashford method is employed in the time stepping scheme. Calculations are done to obtain the nonlinear diffraction of solitary waves and Stokes second-order waves by a vertical circular-cylinder. Numerical results are compared with the available linear and second-order wave-force predictions for some given wave height and wavelength conditions, and also with experimental data. Present horizontal force results agree better with the experimental data than the previous predictions.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNumerical Simulation of Nonlinear Wave Diffraction by a Vertical Cylinder
    typeJournal Paper
    journal volume114
    journal issue1
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2919950
    journal fristpage36
    journal lastpage44
    identifier eissn1528-896X
    keywordsDiffraction
    keywordsComputer simulation
    keywordsCylinders
    keywordsNonlinear waves
    keywordsWaves
    keywordsFlow (Dynamics)
    keywordsCircular cylinders
    keywordsForce
    keywordsWavelength
    keywordsRadiation (Physics)
    keywordsBoundary element methods
    keywordsSeabed AND Wave forces
    treeJournal of Offshore Mechanics and Arctic Engineering:;1992:;volume( 114 ):;issue: 001
    contenttypeFulltext
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