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    Stream Function Wave Theory with Profile Constraints

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author:
    Min‐Chih Huang
    ,
    Jia‐Yuan Chen
    DOI: 10.1061/(ASCE)0733-950X(1993)119:1(106)
    Publisher: American Society of Civil Engineers
    Abstract: Numerical stream function wave theory with inclusion of inequality profile constraints is presented in this paper. This theory is applicable to waves in shallow to intermediate to deep waters with a coflowing Eulerian current or Stokes mass flux. Numerical algorithm is modified and expanded from previous code with two equality profile constraints, while the changes are kept to a minimum; i.e., the system unknowns are still solved in a least‐squares approximation to a transformed penalty function. This modified numerical stream function wave theory avoids the invalid triple‐crested wave predictions in shallow waters, while its solution characteristics in intermediate to deep waters remain the same as the previous least‐squares algorithms.
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      Stream Function Wave Theory with Profile Constraints

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40974
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMin‐Chih Huang
    contributor authorJia‐Yuan Chen
    date accessioned2017-05-08T21:09:38Z
    date available2017-05-08T21:09:38Z
    date copyrightJanuary 1993
    date issued1993
    identifier other%28asce%290733-950x%281993%29119%3A1%28106%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40974
    description abstractNumerical stream function wave theory with inclusion of inequality profile constraints is presented in this paper. This theory is applicable to waves in shallow to intermediate to deep waters with a coflowing Eulerian current or Stokes mass flux. Numerical algorithm is modified and expanded from previous code with two equality profile constraints, while the changes are kept to a minimum; i.e., the system unknowns are still solved in a least‐squares approximation to a transformed penalty function. This modified numerical stream function wave theory avoids the invalid triple‐crested wave predictions in shallow waters, while its solution characteristics in intermediate to deep waters remain the same as the previous least‐squares algorithms.
    publisherAmerican Society of Civil Engineers
    titleStream Function Wave Theory with Profile Constraints
    typeJournal Paper
    journal volume119
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1993)119:1(106)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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