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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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