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    Analytical Evaluation of Amplification Factors, Stability, and Error Analysis of Square Finite Element Solution for the Kinematic Wave Shallow Water Equations

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 009
    Author:
    Jagadeesh Anmala
    ,
    Rabi H. Mohtar
    DOI: 10.1061/(ASCE)HE.1943-5584.0000950
    Publisher: American Society of Civil Engineers
    Abstract: A generalized error analysis is discussed in this paper to investigate solution accuracy for watershed simulation results using overland flow equations. The total or compounded error for watershed simulations may increase with increasing spatial resolution, scale, and number of iterations to convergence if inaccurate time-step is chosen for the numerical simulations. A relationship is derived between watershed scale error, overland flow plane error, finite element, and node errors. The scale versus compounded error relationship for watershed scale simulations is a function of element spatial discretization level, dynamic time-step criteria, and the relationship between element and nodal errors. The Courant number and wave number space solution is
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      Analytical Evaluation of Amplification Factors, Stability, and Error Analysis of Square Finite Element Solution for the Kinematic Wave Shallow Water Equations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63824
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    • Journal of Hydrologic Engineering

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    contributor authorJagadeesh Anmala
    contributor authorRabi H. Mohtar
    date accessioned2017-05-08T21:50:27Z
    date available2017-05-08T21:50:27Z
    date copyrightSeptember 2014
    date issued2014
    identifier other%28asce%29hy%2E1943-7900%2E0000016.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63824
    description abstractA generalized error analysis is discussed in this paper to investigate solution accuracy for watershed simulation results using overland flow equations. The total or compounded error for watershed simulations may increase with increasing spatial resolution, scale, and number of iterations to convergence if inaccurate time-step is chosen for the numerical simulations. A relationship is derived between watershed scale error, overland flow plane error, finite element, and node errors. The scale versus compounded error relationship for watershed scale simulations is a function of element spatial discretization level, dynamic time-step criteria, and the relationship between element and nodal errors. The Courant number and wave number space solution is
    publisherAmerican Society of Civil Engineers
    titleAnalytical Evaluation of Amplification Factors, Stability, and Error Analysis of Square Finite Element Solution for the Kinematic Wave Shallow Water Equations
    typeJournal Paper
    journal volume19
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000950
    treeJournal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 009
    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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