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    Simulation of Transcritical Flow in Pipe/Channel Networks

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author:
    Slobodan Djordjević
    ,
    Dušan Prodanović
    ,
    Godfrey A. Walters
    DOI: 10.1061/(ASCE)0733-9429(2004)130:12(1167)
    Publisher: American Society of Civil Engineers
    Abstract: Using finite difference methods in conjunction with the reduced momentum equation and applying boundary condition structure inherent to subcritical flow to all regimes, is an approach that enables efficient numerical simulation of supercritical and transcritical flows in pipe/channel systems. However, as well as certain errors within a single channel due to incomplete equations, this technique also may introduce unwanted effects propagating across a network in both upstream and downstream directions. These may include: unrealistic backwater effects due to improper boundary conditions, nonamplifying oscillations due to jerky jump movement, and other computational instabilities. Practical implications of these are analyzed in detail and are illustrated using a set of examples. Sensitivity analyzes and comparisons with analytical solutions and laboratory experiments are made. The measures to reduce the inaccuracies inevitable in simulation of transcritical flows are discussed.
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      Simulation of Transcritical Flow in Pipe/Channel Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25662
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    contributor authorSlobodan Djordjević
    contributor authorDušan Prodanović
    contributor authorGodfrey A. Walters
    date accessioned2017-05-08T20:44:44Z
    date available2017-05-08T20:44:44Z
    date copyrightDecember 2004
    date issued2004
    identifier other%28asce%290733-9429%282004%29130%3A12%281167%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25662
    description abstractUsing finite difference methods in conjunction with the reduced momentum equation and applying boundary condition structure inherent to subcritical flow to all regimes, is an approach that enables efficient numerical simulation of supercritical and transcritical flows in pipe/channel systems. However, as well as certain errors within a single channel due to incomplete equations, this technique also may introduce unwanted effects propagating across a network in both upstream and downstream directions. These may include: unrealistic backwater effects due to improper boundary conditions, nonamplifying oscillations due to jerky jump movement, and other computational instabilities. Practical implications of these are analyzed in detail and are illustrated using a set of examples. Sensitivity analyzes and comparisons with analytical solutions and laboratory experiments are made. The measures to reduce the inaccuracies inevitable in simulation of transcritical flows are discussed.
    publisherAmerican Society of Civil Engineers
    titleSimulation of Transcritical Flow in Pipe/Channel Networks
    typeJournal Paper
    journal volume130
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:12(1167)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 012
    contenttypeFulltext
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