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    Invalidity of Preissmann Scheme for Transcritical Flow

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 007
    Author:
    E. A. Meselhe
    ,
    F. M. Holly Jr.
    DOI: 10.1061/(ASCE)0733-9429(1997)123:7(652)
    Publisher: American Society of Civil Engineers
    Abstract: The Preissmann scheme, often referred to as the four-point scheme, is a bidiagonal implicit finite-difference method for solution of the de St. Venant equations. It is unconditionally stable and extremely robust, and thus is one of the most widely used methods in free-surface one-dimensional subcritical numerical modeling. The purpose of this technical note is to discuss the limitations of Preissmann scheme when applied to transcritical flow. In particular, the analysis presented shows that the Preissmann scheme cannot be used to simulate transcritical flow using the through (shock capturing) method.
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      Invalidity of Preissmann Scheme for Transcritical Flow

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    contributor authorE. A. Meselhe
    contributor authorF. M. Holly Jr.
    date accessioned2017-05-08T20:42:53Z
    date available2017-05-08T20:42:53Z
    date copyrightJuly 1997
    date issued1997
    identifier other%28asce%290733-9429%281997%29123%3A7%28652%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24474
    description abstractThe Preissmann scheme, often referred to as the four-point scheme, is a bidiagonal implicit finite-difference method for solution of the de St. Venant equations. It is unconditionally stable and extremely robust, and thus is one of the most widely used methods in free-surface one-dimensional subcritical numerical modeling. The purpose of this technical note is to discuss the limitations of Preissmann scheme when applied to transcritical flow. In particular, the analysis presented shows that the Preissmann scheme cannot be used to simulate transcritical flow using the through (shock capturing) method.
    publisherAmerican Society of Civil Engineers
    titleInvalidity of Preissmann Scheme for Transcritical Flow
    typeJournal Paper
    journal volume123
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1997)123:7(652)
    treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 007
    contenttypeFulltext
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