title: Eulerian derivation of the fractional advection-dispersion equation.
abstract: A 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. In contrast to the classical ADE, the fractional ADE has solutions that resemble the highly skewed and heavy-tailed breakthrough curves observed in field and laboratory studies. These solutions, known as alpha-stable distributions, are the result of a generalized central limit theorem which describes the behavior of sums of finite or infinite-variance random variables. We use this limit theorem in a model which sums the length of particle jumps during their random walk through a heterogeneous porous medium. If the length of solute particle jumps is not constrained to a representative elementary volume (REV), dispersive flux is proportional to a fractional derivative. The nature of fractional derivatives is readily visualized and their parameters are based on physical properties that are measurable. When a fractional Fick's law replaces the classical Fick's law in an Eulerian evaluation of solute transport in a porous medium, the result is a fractional ADE. Fractional ADEs are ergodic equations since they occur when a generalized central limit theorem is employed.
authors: Division of Hydrologic Sciences, Desert Research Institute, 2215 Raggio Parkway, Reno, NV 89512, USA. rina@dri.edu
authors: R
authors: R
authors: Schumer
authors: D A
authors: DA
authors: Benson
authors: M M
authors: MM
authors: Meerschaert
authors: S W
authors: SW
authors: Wheatcraft
mesh_terms: D003198:Computer Simulation; D005618:Fresh Water; D008962:Models, Theoretical; D016011:Normal Distribution; D012996:Solutions / Q000737:chemistry*; D013269:Stochastic Processes; D014872:Water Movements; D014877:Water Pollution, Chemical
chemical_list: D012996:Solutions