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    Linear Model and Regularization for Transient Wave–Based Pipeline-Condition Assessment

    Source: Journal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 005
    Author:
    Xun Wang
    ,
    Mohamed S. Ghidaoui
    ,
    Pedro J. Lee
    DOI: 10.1061/(ASCE)WR.1943-5452.0001205
    Publisher: ASCE
    Abstract: Condition assessment or defect detection of a pipeline is a difficult inverse problem. This paper proposes a general linear model framework that can approximately describe a wide range of pipeline condition assessment and defect detection problems. More specifically, the system response is governed by a linear function of a pipe property at discrete locations along a pipe, such that the pipe property can be reconstructed via a least-squares fit to the measured response. Real pipe systems in general involve a large number of uncertain pipe characteristics, limited data, and a very high level of noise, such that the inverse problem is ill-posed. The well-known Tikhonov regularization scheme is employed on the linear model to provide a general solution for the ill-posed inverse problem. The optimal regularization parameter, which is crucial and problem-dependent such that no universal approach always generates satisfactory results, are decided via the generalized cross validation (GCV) and L-curve approaches. The proposed general linear model and inverse problem methodologies are illustrated via two application examples: time-domain impulse response function extraction using least-squares deconvolution and leakage detection based on a frequency-domain linearized model. In both examples, numerical and experimental results demonstrate the significance of the regularization parameter and the merits of the GCV and L-curve methods in the pipeline condition assessment problems.
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      Linear Model and Regularization for Transient Wave–Based Pipeline-Condition Assessment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4264718
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    contributor authorXun Wang
    contributor authorMohamed S. Ghidaoui
    contributor authorPedro J. Lee
    date accessioned2022-01-30T19:08:09Z
    date available2022-01-30T19:08:09Z
    date issued2020
    identifier other%28ASCE%29WR.1943-5452.0001205.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264718
    description abstractCondition assessment or defect detection of a pipeline is a difficult inverse problem. This paper proposes a general linear model framework that can approximately describe a wide range of pipeline condition assessment and defect detection problems. More specifically, the system response is governed by a linear function of a pipe property at discrete locations along a pipe, such that the pipe property can be reconstructed via a least-squares fit to the measured response. Real pipe systems in general involve a large number of uncertain pipe characteristics, limited data, and a very high level of noise, such that the inverse problem is ill-posed. The well-known Tikhonov regularization scheme is employed on the linear model to provide a general solution for the ill-posed inverse problem. The optimal regularization parameter, which is crucial and problem-dependent such that no universal approach always generates satisfactory results, are decided via the generalized cross validation (GCV) and L-curve approaches. The proposed general linear model and inverse problem methodologies are illustrated via two application examples: time-domain impulse response function extraction using least-squares deconvolution and leakage detection based on a frequency-domain linearized model. In both examples, numerical and experimental results demonstrate the significance of the regularization parameter and the merits of the GCV and L-curve methods in the pipeline condition assessment problems.
    publisherASCE
    titleLinear Model and Regularization for Transient Wave–Based Pipeline-Condition Assessment
    typeJournal Paper
    journal volume146
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0001205
    page04020028
    treeJournal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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