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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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