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    Fundamental Equations of Waterhammer

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author:
    E. Benjamin Wylie
    DOI: 10.1061/(ASCE)0733-9429(1984)110:4(539)
    Publisher: American Society of Civil Engineers
    Abstract: The basic continuity equation, as it appears in liquid hammer problems, in terms of velocity, and pressure or piezometric head is examined. The term involving the slope of the pipeline is logically removed from the equation to resolve a long-standing troublesome issue in numerical solutions.
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      Fundamental Equations of Waterhammer

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22314
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    contributor authorE. Benjamin Wylie
    date accessioned2017-05-08T20:38:57Z
    date available2017-05-08T20:38:57Z
    date copyrightApril 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A4%28539%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22314
    description abstractThe basic continuity equation, as it appears in liquid hammer problems, in terms of velocity, and pressure or piezometric head is examined. The term involving the slope of the pipeline is logically removed from the equation to resolve a long-standing troublesome issue in numerical solutions.
    publisherAmerican Society of Civil Engineers
    titleFundamental Equations of Waterhammer
    typeJournal Paper
    journal volume110
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:4(539)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    contenttypeFulltext
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