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    Deterministic Advection-Diffusion Model Based on Markov Processes

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author:
    João S. Ferreira
    ,
    Manuel Costa
    DOI: 10.1061/(ASCE)0733-9429(2002)128:4(399)
    Publisher: American Society of Civil Engineers
    Abstract: A new deterministic numerical formulation named DisPar-k based on particle displacement probability distribution for Markov processes was developed to solve advection-diffusion problems in a one-dimensional discrete spatial grid. DisPar-k is an extension of DisPar, and the major difference is the possibility of establishing a number of consecutive particle destination nodes. This was achieved by solving an algebraic linear system where the particle displacement distribution moments are known parameters taken from the Gaussian distribution. The average was evaluated by an analogy between the Fokker-Planck and the transport equations, being the variance Fickian. The particle displacement distribution is used to predict deterministic mass transfers between domain nodes. Mass conservation was guaranteed by the distribution concept. It was shown that, for linear conditions, the accuracy order is proportional to the number of particle destination nodes. DisPar-k showed to be very sensible to physical discontinuities in the transport parameters (water depth, dispersion, and velocity), showing that this type of problem can only be disguised by introducing numerical dispersion (i.e., changing the Fickian variance).
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      Deterministic Advection-Diffusion Model Based on Markov Processes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25356
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    • Journal of Hydraulic Engineering

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    contributor authorJoão S. Ferreira
    contributor authorManuel Costa
    date accessioned2017-05-08T20:44:17Z
    date available2017-05-08T20:44:17Z
    date copyrightApril 2002
    date issued2002
    identifier other%28asce%290733-9429%282002%29128%3A4%28399%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25356
    description abstractA new deterministic numerical formulation named DisPar-k based on particle displacement probability distribution for Markov processes was developed to solve advection-diffusion problems in a one-dimensional discrete spatial grid. DisPar-k is an extension of DisPar, and the major difference is the possibility of establishing a number of consecutive particle destination nodes. This was achieved by solving an algebraic linear system where the particle displacement distribution moments are known parameters taken from the Gaussian distribution. The average was evaluated by an analogy between the Fokker-Planck and the transport equations, being the variance Fickian. The particle displacement distribution is used to predict deterministic mass transfers between domain nodes. Mass conservation was guaranteed by the distribution concept. It was shown that, for linear conditions, the accuracy order is proportional to the number of particle destination nodes. DisPar-k showed to be very sensible to physical discontinuities in the transport parameters (water depth, dispersion, and velocity), showing that this type of problem can only be disguised by introducing numerical dispersion (i.e., changing the Fickian variance).
    publisherAmerican Society of Civil Engineers
    titleDeterministic Advection-Diffusion Model Based on Markov Processes
    typeJournal Paper
    journal volume128
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2002)128:4(399)
    treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 004
    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
    yabeshDSpacePersian