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contributor authorSangdan Kim
contributor authorM. Levent Kavvas
date accessioned2017-05-08T21:23:55Z
date available2017-05-08T21:23:55Z
date copyrightJanuary 2006
date issued2006
identifier other%28asce%291084-0699%282006%2911%3A1%2880%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49914
description abstractThe fractional advection–dispersion equation (ADE) is a generalization of the classical ADE in which the second-order derivative is replaced with a fractional-order derivative. While the fractional ADE is analyzed as a stochastic process in the Fourier and Laplace space so far, in this study a fractional ADE for describing solute transport in rivers is derived in detail with a finite difference scheme in the real space. In contrast to the classical ADE, the fractional ADE is expected to be able to provide solutions that resemble the highly skewed and heavy-tailed time–concentration distribution curves of water pollutants observed in rivers.
publisherAmerican Society of Civil Engineers
titleGeneralized Fick’s Law and Fractional ADE for Pollution Transport in a River: Detailed Derivation
typeJournal Paper
journal volume11
journal issue1
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2006)11:1(80)
treeJournal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 001
contenttypeFulltext


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