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    Time‐Marching Approach for Pipe Steady Flows

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author:
    Masashi Shimada
    DOI: 10.1061/(ASCE)0733-9429(1988)114:11(1301)
    Publisher: American Society of Civil Engineers
    Abstract: The time‐marching approach (TMA) for determining steady‐state flows as the asymptotic limit of transient flows in pipelines has been improved. It is shown that the rate of convergence to steady state is increased by reducing the spectral radius of a coefficient matrix of a state‐vector equation, which is composed of the basic equations and boundary conditions linearized about the steady condition. A generalized TMA theory using the method of characteristics has been formulated and the spectral radius is minimized by changing system parameters to imaginary ones by using the energy and mass conservation equations. In addition, a practical method was designed to efficiently handle TMA in large pipelines without having to calculate eigenvalues. The TMA has been extended to accurately estimate friction factors using an explicit approximation to the Colebrook‐White formula.
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      Time‐Marching Approach for Pipe Steady Flows

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    contributor authorMasashi Shimada
    date accessioned2017-05-08T20:40:05Z
    date available2017-05-08T20:40:05Z
    date copyrightNovember 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A11%281301%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22924
    description abstractThe time‐marching approach (TMA) for determining steady‐state flows as the asymptotic limit of transient flows in pipelines has been improved. It is shown that the rate of convergence to steady state is increased by reducing the spectral radius of a coefficient matrix of a state‐vector equation, which is composed of the basic equations and boundary conditions linearized about the steady condition. A generalized TMA theory using the method of characteristics has been formulated and the spectral radius is minimized by changing system parameters to imaginary ones by using the energy and mass conservation equations. In addition, a practical method was designed to efficiently handle TMA in large pipelines without having to calculate eigenvalues. The TMA has been extended to accurately estimate friction factors using an explicit approximation to the Colebrook‐White formula.
    publisherAmerican Society of Civil Engineers
    titleTime‐Marching Approach for Pipe Steady Flows
    typeJournal Paper
    journal volume114
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:11(1301)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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