Abstract
Flow and transport take place in a heterogeneous medium made up from inclusions of conductivity K submerged in a matrix of conductivity K0. We consider two-dimensional isotropic media, with circular inclusions of uniform radii, that are placed at random and without overlap in the matrix. The system is completely characterized by the conductivity contrast κ = K/K0 and by the volume fraction n. The flow is uniform in the mean, of velocity U=const. The derivation of the velocity field is achieved by a numerical method of high accuracy, based on analytical elements. Approximate analytical solutions are derived by a few methods: composite elements, effective medium, dilute systems and first-order approximation in logconductivity variance. The latter was employed by Rubin (1995), while the dilute system approximation was used by Eames and Bush (1999) and Dagan and Lessoff (2001). Transport is solved in a Lagrangean framework, with trajectories determined numerically from the velocity field, by particle tracking. Results for the velocity variance and for the longitudinal macrodispersivity, for a few values of κ and n, are presented in Part 2.
| Original language | English |
|---|---|
| Pages (from-to) | 370-383 |
| Number of pages | 14 |
| Journal | Stochastic Environmental Research and Risk Assessment |
| Volume | 17 |
| Issue number | 6 |
| DOIs | |
| State | Published - Dec 2003 |
Keywords
- Composite media
- Groundwater hydrology
- Heterogeneous media
- Solute transport
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