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    Equivalent Celerity in Water Hammer for Serially Connected Pipelines

    Source: Journal of Pipeline Systems Engineering and Practice:;2020:;Volume ( 011 ):;issue: 001
    Author:
    Agnieszka Malesińska
    ,
    Mariusz Wojciech Rogulski
    ,
    Pierfabrizio Puntorieri
    ,
    Giuseppe Barbaro
    ,
    Beata Elżbieta Kowalska
    DOI: 10.1061/(ASCE)PS.1949-1204.0000411
    Publisher: ASCE
    Abstract: This paper presents the results of studies of water hammer phenomena in a physical model in combinations of two and three pipelines connected in series. The combined pipelines were made of steel and polypropylene. Pipelines made of one material type were connected in series in different configurations of diameter ratios and lengths of connecting sections. The obtained results were used to verify the value of the equivalent celerity calculated from equations derived using linear analysis of natural vibrations of the system. For verification of the equations, an algorithm in MATLAB was developed that allows one to easily calculate the equivalent celerity, ce, for N pipelines connected in series with varying diameter, length, and material composition. The ability to easily determine the value of the equivalent celerity allows the calculation of the maximum increase of pressure for a given configuration of pipelines, for example, after pipeline modernization or during making decisions on the installation of often expensive equipment to counter the negative effects of water hammer.
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      Equivalent Celerity in Water Hammer for Serially Connected Pipelines

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4266423
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    contributor authorAgnieszka Malesińska
    contributor authorMariusz Wojciech Rogulski
    contributor authorPierfabrizio Puntorieri
    contributor authorGiuseppe Barbaro
    contributor authorBeata Elżbieta Kowalska
    date accessioned2022-01-30T20:02:46Z
    date available2022-01-30T20:02:46Z
    date issued2020
    identifier other%28ASCE%29PS.1949-1204.0000411.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266423
    description abstractThis paper presents the results of studies of water hammer phenomena in a physical model in combinations of two and three pipelines connected in series. The combined pipelines were made of steel and polypropylene. Pipelines made of one material type were connected in series in different configurations of diameter ratios and lengths of connecting sections. The obtained results were used to verify the value of the equivalent celerity calculated from equations derived using linear analysis of natural vibrations of the system. For verification of the equations, an algorithm in MATLAB was developed that allows one to easily calculate the equivalent celerity, ce, for N pipelines connected in series with varying diameter, length, and material composition. The ability to easily determine the value of the equivalent celerity allows the calculation of the maximum increase of pressure for a given configuration of pipelines, for example, after pipeline modernization or during making decisions on the installation of often expensive equipment to counter the negative effects of water hammer.
    publisherASCE
    titleEquivalent Celerity in Water Hammer for Serially Connected Pipelines
    typeJournal Paper
    journal volume11
    journal issue1
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/(ASCE)PS.1949-1204.0000411
    page04019039
    treeJournal of Pipeline Systems Engineering and Practice:;2020:;Volume ( 011 ):;issue: 001
    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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