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    Discrete Particle Distribution Model for Advection-Diffusion Transport

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author:
    Manuel Costa
    ,
    João S. Ferreira
    DOI: 10.1061/(ASCE)0733-9429(2000)126:7(525)
    Publisher: American Society of Civil Engineers
    Abstract: A new methodology, named DisPar, based on a discrete probability distribution for a particle displacement, was developed to solve 1D advection-diffusion transport problems in water bodies. The discrete probability distribution for the particle displacement was developed as an average and variance function. These probabilities were used to predict the deterministic mass transfer between cells in one time step, and therefore the particle concentration in each cell was considered the state variable. The state equation was found to be similar to an explicit finite-difference formulation with a Eulerian grid. The model stability, positivity, and mass conservation are guaranteed by the probability distribution concept. DisPar produces solutions without numerical dispersion for constant velocity, diffusion coefficient, and cross-sectional area. In these conditions, DisPar was also developed as a function of space and time for an instantaneous mass spill. When the stability and positivity restrictions were respected, the model produced excellent results when compared to analytical solutions and other methods. The discrete particle displacement distribution concept differs from other numerical formulations, and therefore it represents a new modeling technique.
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      Discrete Particle Distribution Model for Advection-Diffusion Transport

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25062
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    contributor authorManuel Costa
    contributor authorJoão S. Ferreira
    date accessioned2017-05-08T20:43:51Z
    date available2017-05-08T20:43:51Z
    date copyrightJuly 2000
    date issued2000
    identifier other%28asce%290733-9429%282000%29126%3A7%28525%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25062
    description abstractA new methodology, named DisPar, based on a discrete probability distribution for a particle displacement, was developed to solve 1D advection-diffusion transport problems in water bodies. The discrete probability distribution for the particle displacement was developed as an average and variance function. These probabilities were used to predict the deterministic mass transfer between cells in one time step, and therefore the particle concentration in each cell was considered the state variable. The state equation was found to be similar to an explicit finite-difference formulation with a Eulerian grid. The model stability, positivity, and mass conservation are guaranteed by the probability distribution concept. DisPar produces solutions without numerical dispersion for constant velocity, diffusion coefficient, and cross-sectional area. In these conditions, DisPar was also developed as a function of space and time for an instantaneous mass spill. When the stability and positivity restrictions were respected, the model produced excellent results when compared to analytical solutions and other methods. The discrete particle displacement distribution concept differs from other numerical formulations, and therefore it represents a new modeling technique.
    publisherAmerican Society of Civil Engineers
    titleDiscrete Particle Distribution Model for Advection-Diffusion Transport
    typeJournal Paper
    journal volume126
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2000)126:7(525)
    treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 007
    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