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    New Numerical Model and Technique for Waterhammer

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author:
    Masashi Shimada
    ,
    Syuuzi Okushima
    DOI: 10.1061/(ASCE)0733-9429(1984)110:6(736)
    Publisher: American Society of Civil Engineers
    Abstract: HOW efficiently a second‐order model is handled is analysed for simplified equations governing waterhammer appearance in piping systems. A series solution method and a Newton‐Raphson method with new calculation steps are proposed, which are efficient numerical methods, through omitting trivial terms computed within a truncation error. With fewer calculations than required previously, the proposed methods can give a solution with a required accuracy without any iteration. The second‐order model, therefore, offers more accurate and efficient methods than those offered by a first‐order model. However, the second‐order model causes an error in computing steady flows; ways to remove or reduce this error are shown. The validity of the analyses is examined by numerical computations in which system parameters are varied over a wide range of parameters.
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      New Numerical Model and Technique for Waterhammer

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    contributor authorMasashi Shimada
    contributor authorSyuuzi Okushima
    date accessioned2017-05-08T20:39:00Z
    date available2017-05-08T20:39:00Z
    date copyrightJune 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A6%28736%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22343
    description abstractHOW efficiently a second‐order model is handled is analysed for simplified equations governing waterhammer appearance in piping systems. A series solution method and a Newton‐Raphson method with new calculation steps are proposed, which are efficient numerical methods, through omitting trivial terms computed within a truncation error. With fewer calculations than required previously, the proposed methods can give a solution with a required accuracy without any iteration. The second‐order model, therefore, offers more accurate and efficient methods than those offered by a first‐order model. However, the second‐order model causes an error in computing steady flows; ways to remove or reduce this error are shown. The validity of the analyses is examined by numerical computations in which system parameters are varied over a wide range of parameters.
    publisherAmerican Society of Civil Engineers
    titleNew Numerical Model and Technique for Waterhammer
    typeJournal Paper
    journal volume110
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:6(736)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 006
    contenttypeFulltext
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