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    Three-Dimensional Scour Below Pipelines

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 004::page 373
    Author:
    J. Fredso̸e
    ,
    E. A. Hansen
    ,
    Y. Mao
    ,
    B. M. Sumer
    DOI: 10.1115/1.3257075
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper deals with the scour below pipelines exposed to a current. In a typical field situation, the scour pattern along a pipeline is not uniform; the scour holes are interrupted with the reaches where the pipeline is partially or totally buried. This paper focuses on the longitudinal extent of the individual scour holes. A simplified picture of the process is given to describe the longitudinal dimension of a scour hole. The sagging of the pipeline is an essential element of the process. The effect of sagging on the final scour depth is investigated, using a two-dimensional laboratory model. A simple equation to calculate the length of individual scour holes (the span length) is developed. The practical application of the equation is demonstrated by an example.
    keyword(s): Pipelines , Equations AND Dimensions ,
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      Three-Dimensional Scour Below Pipelines

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/104258
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorJ. Fredso̸e
    contributor authorE. A. Hansen
    contributor authorY. Mao
    contributor authorB. M. Sumer
    date accessioned2017-05-08T23:27:51Z
    date available2017-05-08T23:27:51Z
    date copyrightNovember, 1988
    date issued1988
    identifier issn0892-7219
    identifier otherJMOEEX-28054#373_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104258
    description abstractThis paper deals with the scour below pipelines exposed to a current. In a typical field situation, the scour pattern along a pipeline is not uniform; the scour holes are interrupted with the reaches where the pipeline is partially or totally buried. This paper focuses on the longitudinal extent of the individual scour holes. A simplified picture of the process is given to describe the longitudinal dimension of a scour hole. The sagging of the pipeline is an essential element of the process. The effect of sagging on the final scour depth is investigated, using a two-dimensional laboratory model. A simple equation to calculate the length of individual scour holes (the span length) is developed. The practical application of the equation is demonstrated by an example.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThree-Dimensional Scour Below Pipelines
    typeJournal Paper
    journal volume110
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.3257075
    journal fristpage373
    journal lastpage379
    identifier eissn1528-896X
    keywordsPipelines
    keywordsEquations AND Dimensions
    treeJournal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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