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    Wavelet-Galerkin Solution to the Water Hammer Equations

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author:
    Ahmed M. Sattar
    ,
    John R. Dickerson
    ,
    M. Hanif Chaudhry
    DOI: 10.1061/(ASCE)0733-9429(2009)135:4(283)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a wavelet-Galerkin method is utilized to solve the hyperbolic partial differential equations describing transient flow in a simple pipeline. Two wavelets (Haar and Daubechies) are utilized as bases for the Galerkin scheme. The governing equations are solved for the expansion coefficients, which are then used to reconstruct the signal at the downstream end of the pipeline; the computed results are in an excellent agreement with those calculated by using the method of characteristics including laminar or linearized turbulent friction terms. Most importantly, the wavelet-Galerkin approach allows the transient flow equations to be solved directly for the expansion coefficients at a certain level of resolution. This can be used to form the wavelet multiresolution framework that can be utilized for further analysis, such as feature extraction and signal identification.
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      Wavelet-Galerkin Solution to the Water Hammer Equations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26669
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    contributor authorAhmed M. Sattar
    contributor authorJohn R. Dickerson
    contributor authorM. Hanif Chaudhry
    date accessioned2017-05-08T20:46:23Z
    date available2017-05-08T20:46:23Z
    date copyrightApril 2009
    date issued2009
    identifier other%28asce%290733-9429%282009%29135%3A4%28283%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26669
    description abstractIn this paper, a wavelet-Galerkin method is utilized to solve the hyperbolic partial differential equations describing transient flow in a simple pipeline. Two wavelets (Haar and Daubechies) are utilized as bases for the Galerkin scheme. The governing equations are solved for the expansion coefficients, which are then used to reconstruct the signal at the downstream end of the pipeline; the computed results are in an excellent agreement with those calculated by using the method of characteristics including laminar or linearized turbulent friction terms. Most importantly, the wavelet-Galerkin approach allows the transient flow equations to be solved directly for the expansion coefficients at a certain level of resolution. This can be used to form the wavelet multiresolution framework that can be utilized for further analysis, such as feature extraction and signal identification.
    publisherAmerican Society of Civil Engineers
    titleWavelet-Galerkin Solution to the Water Hammer Equations
    typeJournal Paper
    journal volume135
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2009)135:4(283)
    treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 004
    contenttypeFulltext
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