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    Numerical Comparison of Pipe‐Column‐Separation Models

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author:
    Angus R. Simpson
    ,
    Anton Bergant
    DOI: 10.1061/(ASCE)0733-9429(1994)120:3(361)
    Publisher: American Society of Civil Engineers
    Abstract: Results comparing six column‐separation numerical models for simulating localized vapor cavities and distributed vaporous cavitation in pipelines are presented. The discrete vapor‐cavity model (DVCM) is shown to be quite sensitive to selected input parameters. For short pipeline systems, the maximum pressure rise following column separation can vary markedly for small changes in wave speed, friction factor, diameter, initial velocity, length of pipe, or pipe slope. Of the six numerical models, three perform consistently over a broad number of reaches. One of them, the discrete gas‐cavity model, is recommended for general use as it is least sensitive to input parameters or to the selected discretization of the pipeline. Three models provide inconsistent estimates of the maximum pressure rise as the number of reaches is increased; however, these models do give consistent results provided the ratio of maximum cavity size to reach volume is kept below 10%.
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      Numerical Comparison of Pipe‐Column‐Separation Models

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/23943
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    • Journal of Hydraulic Engineering

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    contributor authorAngus R. Simpson
    contributor authorAnton Bergant
    date accessioned2017-05-08T20:42:00Z
    date available2017-05-08T20:42:00Z
    date copyrightMarch 1994
    date issued1994
    identifier other%28asce%290733-9429%281994%29120%3A3%28361%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23943
    description abstractResults comparing six column‐separation numerical models for simulating localized vapor cavities and distributed vaporous cavitation in pipelines are presented. The discrete vapor‐cavity model (DVCM) is shown to be quite sensitive to selected input parameters. For short pipeline systems, the maximum pressure rise following column separation can vary markedly for small changes in wave speed, friction factor, diameter, initial velocity, length of pipe, or pipe slope. Of the six numerical models, three perform consistently over a broad number of reaches. One of them, the discrete gas‐cavity model, is recommended for general use as it is least sensitive to input parameters or to the selected discretization of the pipeline. Three models provide inconsistent estimates of the maximum pressure rise as the number of reaches is increased; however, these models do give consistent results provided the ratio of maximum cavity size to reach volume is kept below 10%.
    publisherAmerican Society of Civil Engineers
    titleNumerical Comparison of Pipe‐Column‐Separation Models
    typeJournal Paper
    journal volume120
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1994)120:3(361)
    treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 003
    contenttypeFulltext
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