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    Bayesian Updating of Parameters for a Sediment Entrainment Model via Markov Chain Monte Carlo

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author:
    Fu-Chun Wu
    ,
    C. C. Chen
    DOI: 10.1061/(ASCE)0733-9429(2009)135:1(22)
    Publisher: American Society of Civil Engineers
    Abstract: A Bayesian framework incorporating Markov chain Monte Carlo (MCMC) for updating the parameters of a sediment entrainment model is presented. Three subjects were pursued in this study. First, sensitivity analyses were performed via univariate MCMC. The results reveal that the posteriors resulting from two- and three-chain MCMC were not significantly different; two-chain MCMC converged faster than three chains. The proposal scale factor significantly affects the rate of convergence, but not the posteriors. The sampler outputs resulting from informed priors converged faster than those resulting from uninformed priors. The correlation coefficient of the Gram–Charlier (GC) probability density function (PDF) is a physical constraint imposed on MCMC in which a higher correlation would slow the rate of convergence. The results also indicate that the parameter uncertainty is reduced with increasing number of input data. Second, multivariate MCMC were carried out to simultaneously update the velocity coefficient
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      Bayesian Updating of Parameters for a Sediment Entrainment Model via Markov Chain Monte Carlo

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    contributor authorFu-Chun Wu
    contributor authorC. C. Chen
    date accessioned2017-05-08T20:46:19Z
    date available2017-05-08T20:46:19Z
    date copyrightJanuary 2009
    date issued2009
    identifier other%28asce%290733-9429%282009%29135%3A1%2822%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26627
    description abstractA Bayesian framework incorporating Markov chain Monte Carlo (MCMC) for updating the parameters of a sediment entrainment model is presented. Three subjects were pursued in this study. First, sensitivity analyses were performed via univariate MCMC. The results reveal that the posteriors resulting from two- and three-chain MCMC were not significantly different; two-chain MCMC converged faster than three chains. The proposal scale factor significantly affects the rate of convergence, but not the posteriors. The sampler outputs resulting from informed priors converged faster than those resulting from uninformed priors. The correlation coefficient of the Gram–Charlier (GC) probability density function (PDF) is a physical constraint imposed on MCMC in which a higher correlation would slow the rate of convergence. The results also indicate that the parameter uncertainty is reduced with increasing number of input data. Second, multivariate MCMC were carried out to simultaneously update the velocity coefficient
    publisherAmerican Society of Civil Engineers
    titleBayesian Updating of Parameters for a Sediment Entrainment Model via Markov Chain Monte Carlo
    typeJournal Paper
    journal volume135
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2009)135:1(22)
    treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;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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