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    Impact of Drag‐Force Approximations on Spectral Wave‐Force Predictions

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author:
    J. M. Niedzwecki
    ,
    H. V. Leder
    DOI: 10.1061/(ASCE)0733-950X(1991)117:6(642)
    Publisher: American Society of Civil Engineers
    Abstract: This article explores the issue of drag-force approximation through the examination of dimensionless spectral wave-force ratios. These dimensionless ratios were developed in an attempt to clarify when third-order approximations to the spectral drag force could be expected to significantly contribute to the predicted wave force. They represent ratios of the spectral wave force per unit length for rigid cylindrical elements. It was found that for low period values, those around the natural period of fixed offshore platforms, the magnitude of the third-order correction to the drag-force spectrum can be a significant percent of the first-order approximation. At higher periods, those in the range of deepwater or compliant platforms, the drag force dominates the total wave force and the magnitude of the third-order force contribution is significant. This finding is consistent with studies addressing the analysis of offshore platforms presented in the current open literature. Finally, changing the Keulegan-Carpenter number strongly influences the magnitude and the location of the low-period peak associated with the third-order drag-force term. Thus, for high
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      Impact of Drag‐Force Approximations on Spectral Wave‐Force Predictions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40910
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJ. M. Niedzwecki
    contributor authorH. V. Leder
    date accessioned2017-05-08T21:09:33Z
    date available2017-05-08T21:09:33Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290733-950x%281991%29117%3A6%28642%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40910
    description abstractThis article explores the issue of drag-force approximation through the examination of dimensionless spectral wave-force ratios. These dimensionless ratios were developed in an attempt to clarify when third-order approximations to the spectral drag force could be expected to significantly contribute to the predicted wave force. They represent ratios of the spectral wave force per unit length for rigid cylindrical elements. It was found that for low period values, those around the natural period of fixed offshore platforms, the magnitude of the third-order correction to the drag-force spectrum can be a significant percent of the first-order approximation. At higher periods, those in the range of deepwater or compliant platforms, the drag force dominates the total wave force and the magnitude of the third-order force contribution is significant. This finding is consistent with studies addressing the analysis of offshore platforms presented in the current open literature. Finally, changing the Keulegan-Carpenter number strongly influences the magnitude and the location of the low-period peak associated with the third-order drag-force term. Thus, for high
    publisherAmerican Society of Civil Engineers
    titleImpact of Drag‐Force Approximations on Spectral Wave‐Force Predictions
    typeJournal Paper
    journal volume117
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1991)117:6(642)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 006
    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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