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    Subelement Division Scheme in a Numerical Wave Tank that Uses Higher-Order Boundary Element Method

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author:
    Mengxi Nie
    ,
    Xiaoming Wang
    ,
    Guangda Li
    ,
    Linlin Li
    DOI: 10.1061/(ASCE)0733-950X(2007)133:3(225)
    Publisher: American Society of Civil Engineers
    Abstract: In this note, partially discontinuous elements are employed to solve the singular integrals in the simulation of waves in a numerical wave tank. A higher-order boundary element method (HOBEM) is employed in combination with a time-marching method to solve the system of partial differential equations. By using a predictor–corrector time integration scheme, we solve an integral equation at each time step by uncoupling the kinematic and dynamic free-surface conditions. Different progressive wave types are used at the inflow boundary, a special form of the Sommerfeld/Orlanski type open boundary condition is employed at the outflow boundary, and linear regular and irregular waves have been simulated. The results show that the adopted HOBEM, along with the open boundary condition, is accurate and robust, and furthermore, results have been obtained for a nonlinear Stokes wave.
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      Subelement Division Scheme in a Numerical Wave Tank that Uses Higher-Order Boundary Element Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41683
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMengxi Nie
    contributor authorXiaoming Wang
    contributor authorGuangda Li
    contributor authorLinlin Li
    date accessioned2017-05-08T21:10:46Z
    date available2017-05-08T21:10:46Z
    date copyrightMay 2007
    date issued2007
    identifier other%28asce%290733-950x%282007%29133%3A3%28225%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41683
    description abstractIn this note, partially discontinuous elements are employed to solve the singular integrals in the simulation of waves in a numerical wave tank. A higher-order boundary element method (HOBEM) is employed in combination with a time-marching method to solve the system of partial differential equations. By using a predictor–corrector time integration scheme, we solve an integral equation at each time step by uncoupling the kinematic and dynamic free-surface conditions. Different progressive wave types are used at the inflow boundary, a special form of the Sommerfeld/Orlanski type open boundary condition is employed at the outflow boundary, and linear regular and irregular waves have been simulated. The results show that the adopted HOBEM, along with the open boundary condition, is accurate and robust, and furthermore, results have been obtained for a nonlinear Stokes wave.
    publisherAmerican Society of Civil Engineers
    titleSubelement Division Scheme in a Numerical Wave Tank that Uses Higher-Order Boundary Element Method
    typeJournal Paper
    journal volume133
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2007)133:3(225)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 003
    contenttypeFulltext
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