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    In-Line Forces on Vertical Cylinders in Deepwater Waves

    Source: Journal of Energy Resources Technology:;1985:;volume( 107 ):;issue: 001::page 18
    Author:
    T. H. Dawson
    DOI: 10.1115/1.3231156
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Laboratory measurements of the total in-line forces on a fixed vertical 2-in-dia cylinder in deep-water regular and random waves are given and compared with predictions from the Morison equation. Results show, for regular waves with heights ranging from 2 to 22 in. and frequencies ranging from 0.4 to 0.9 Hz that the Morison equation, with Stokes wave theory and constant drag and inertia coefficients of 1.2 and 1.8, respectively, provides good agreement with the measured maximum wave forces. The force variation over the entire wave cycle is also well represented. The linearized Morison equation, with linear wave theory and the same coefficients likewise provides close agreement with the measured rms wave forces for irregular random waves having approximate Bretschneider spectra and significant wave heights from 5 to 14 in. The success of the constant-coefficient approximation is attributed to a decreased dependence of the coefficients on dimensionless flow parameters as a result of the circular particle motions and large kinematic gradients of the deep-water waves.
    keyword(s): Force , Waves , Cylinders , Morison equation , Water , Wave forces , Frequency , Gradients , Linear wave theory , Inertia (Mechanics) , Wave theory of light , Approximation , Cycles , Flow (Dynamics) , Spectra (Spectroscopy) , Measurement , Particulate matter , Motion AND Drag (Fluid dynamics) ,
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      In-Line Forces on Vertical Cylinders in Deepwater Waves

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    https://yetl.yabesh.ir/yetl1/handle/yetl/99697
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    • Journal of Energy Resources Technology

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    contributor authorT. H. Dawson
    date accessioned2017-05-08T23:19:58Z
    date available2017-05-08T23:19:58Z
    date copyrightMarch, 1985
    date issued1985
    identifier issn0195-0738
    identifier otherJERTD2-26403#18_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/99697
    description abstractLaboratory measurements of the total in-line forces on a fixed vertical 2-in-dia cylinder in deep-water regular and random waves are given and compared with predictions from the Morison equation. Results show, for regular waves with heights ranging from 2 to 22 in. and frequencies ranging from 0.4 to 0.9 Hz that the Morison equation, with Stokes wave theory and constant drag and inertia coefficients of 1.2 and 1.8, respectively, provides good agreement with the measured maximum wave forces. The force variation over the entire wave cycle is also well represented. The linearized Morison equation, with linear wave theory and the same coefficients likewise provides close agreement with the measured rms wave forces for irregular random waves having approximate Bretschneider spectra and significant wave heights from 5 to 14 in. The success of the constant-coefficient approximation is attributed to a decreased dependence of the coefficients on dimensionless flow parameters as a result of the circular particle motions and large kinematic gradients of the deep-water waves.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleIn-Line Forces on Vertical Cylinders in Deepwater Waves
    typeJournal Paper
    journal volume107
    journal issue1
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231156
    journal fristpage18
    journal lastpage23
    identifier eissn1528-8994
    keywordsForce
    keywordsWaves
    keywordsCylinders
    keywordsMorison equation
    keywordsWater
    keywordsWave forces
    keywordsFrequency
    keywordsGradients
    keywordsLinear wave theory
    keywordsInertia (Mechanics)
    keywordsWave theory of light
    keywordsApproximation
    keywordsCycles
    keywordsFlow (Dynamics)
    keywordsSpectra (Spectroscopy)
    keywordsMeasurement
    keywordsParticulate matter
    keywordsMotion AND Drag (Fluid dynamics)
    treeJournal of Energy Resources Technology:;1985:;volume( 107 ):;issue: 001
    contenttypeFulltext
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