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    Numerical Simulation of Surf Zone Dynamics

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    Scott F. Bradford
    DOI: 10.1061/(ASCE)0733-950X(2000)126:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model that solves the unsteady, incompressible, Navier-Stokes equations has been utilized to simulate monochromatic, spilling and plunging waves over a sloping bed. The volume of fluid technique is used to track the location of the highly complex, discontinuous free surface. The influence of wave boundary conditions and the order of accuracy of the numerical approximations on predictions of breaker height, location, and undertow has been examined. In addition, simulations with one and two equation turbulence models were evaluated and results were compared with laboratory measurements of mean water level, trough and crest heights, undertow, and mean turbulence kinetic energy in order to evaluate the applicability of each approach in computing surf zone dynamics. Details of the breaking wave properties are presented and discussed.
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      Numerical Simulation of Surf Zone Dynamics

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41320
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorScott F. Bradford
    date accessioned2017-05-08T21:10:14Z
    date available2017-05-08T21:10:14Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-950x%282000%29126%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41320
    description abstractA numerical model that solves the unsteady, incompressible, Navier-Stokes equations has been utilized to simulate monochromatic, spilling and plunging waves over a sloping bed. The volume of fluid technique is used to track the location of the highly complex, discontinuous free surface. The influence of wave boundary conditions and the order of accuracy of the numerical approximations on predictions of breaker height, location, and undertow has been examined. In addition, simulations with one and two equation turbulence models were evaluated and results were compared with laboratory measurements of mean water level, trough and crest heights, undertow, and mean turbulence kinetic energy in order to evaluate the applicability of each approach in computing surf zone dynamics. Details of the breaking wave properties are presented and discussed.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of Surf Zone Dynamics
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2000)126:1(1)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian