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    Hydrodynamics of Ice Mass Near Large Offshore Structure

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author:
    Michael Isaacson
    ,
    Kwok Fai Cheung
    DOI: 10.1061/(ASCE)0733-950X(1988)114:4(487)
    Publisher: American Society of Civil Engineers
    Abstract: The changes in flow field around an ice mass drifting in a current near a large offshore structure are investigated using potential theory. A formulation in two dimensions is adopted here to allow relatively accurate results to be obtained for very small separation distances, and an approximate method to extend the results to threedimensional applications is described. The motions of the ice mass and current interactions are represented by five unit potentials and the hydrodynamic forces are obtained by the Bernoulli equation. The proximity effects are then generalized by introducing a set of hydrodynamic coefficients for the ice mass, which are expressed in terms of geometry of the structure and ice mass. A numerical model based on the boundary integral method is developed to solve the problem. A set of coefficients for the special case of two circular cylinders is presented in this paper. The strengths and weaknesses of the proposed model, as well as its practical applications, are discussed.
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      Hydrodynamics of Ice Mass Near Large Offshore Structure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40682
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMichael Isaacson
    contributor authorKwok Fai Cheung
    date accessioned2017-05-08T21:09:12Z
    date available2017-05-08T21:09:12Z
    date copyrightJuly 1988
    date issued1988
    identifier other%28asce%290733-950x%281988%29114%3A4%28487%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40682
    description abstractThe changes in flow field around an ice mass drifting in a current near a large offshore structure are investigated using potential theory. A formulation in two dimensions is adopted here to allow relatively accurate results to be obtained for very small separation distances, and an approximate method to extend the results to threedimensional applications is described. The motions of the ice mass and current interactions are represented by five unit potentials and the hydrodynamic forces are obtained by the Bernoulli equation. The proximity effects are then generalized by introducing a set of hydrodynamic coefficients for the ice mass, which are expressed in terms of geometry of the structure and ice mass. A numerical model based on the boundary integral method is developed to solve the problem. A set of coefficients for the special case of two circular cylinders is presented in this paper. The strengths and weaknesses of the proposed model, as well as its practical applications, are discussed.
    publisherAmerican Society of Civil Engineers
    titleHydrodynamics of Ice Mass Near Large Offshore Structure
    typeJournal Paper
    journal volume114
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1988)114:4(487)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 004
    contenttypeFulltext
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