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    Horizontal Forces Due to Waves Acting on Large Vertical Cylinders in Deep Water

    Source: Journal of Fluids Engineering:;1972:;volume( 094 ):;issue: 004::page 862
    Author:
    E. R. Johnson
    DOI: 10.1115/1.3425578
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The special case of horizontal wave forces on large vertical cylinders in deep water is considered. The typical application for such a case is the calculation of horizontal forces on column stabilized floating ocean platforms. Existing literature discussing horizontal wave forces on cylinders does not generally agree on how to predict these forces. Since for large diameter cylinders in deep water the maximum force is completely inertial, the problem of deriving a solution is considerably simplified. In this study, an expression for the maximum horizontal wave force on large diameter circular cylinders mounted vertically in deep water has been analytically derived. Experimental model studies were also conducted and the resulting measured forces were within 20 percent of predicted forces. An example of how to predict horizontal wave forces using the methods of this report is given.
    keyword(s): Force , Waves , Cylinders , Water , Wave forces , Oceans AND Circular cylinders ,
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      Horizontal Forces Due to Waves Acting on Large Vertical Cylinders in Deep Water

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    http://yetl.yabesh.ir/yetl1/handle/yetl/161478
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    contributor authorE. R. Johnson
    date accessioned2017-05-09T01:29:57Z
    date available2017-05-09T01:29:57Z
    date copyrightDecember, 1972
    date issued1972
    identifier issn0098-2202
    identifier otherJFEGA4-27401#862_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/161478
    description abstractThe special case of horizontal wave forces on large vertical cylinders in deep water is considered. The typical application for such a case is the calculation of horizontal forces on column stabilized floating ocean platforms. Existing literature discussing horizontal wave forces on cylinders does not generally agree on how to predict these forces. Since for large diameter cylinders in deep water the maximum force is completely inertial, the problem of deriving a solution is considerably simplified. In this study, an expression for the maximum horizontal wave force on large diameter circular cylinders mounted vertically in deep water has been analytically derived. Experimental model studies were also conducted and the resulting measured forces were within 20 percent of predicted forces. An example of how to predict horizontal wave forces using the methods of this report is given.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleHorizontal Forces Due to Waves Acting on Large Vertical Cylinders in Deep Water
    typeJournal Paper
    journal volume94
    journal issue4
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.3425578
    journal fristpage862
    journal lastpage866
    identifier eissn1528-901X
    keywordsForce
    keywordsWaves
    keywordsCylinders
    keywordsWater
    keywordsWave forces
    keywordsOceans AND Circular cylinders
    treeJournal of Fluids Engineering:;1972:;volume( 094 ):;issue: 004
    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
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