Abstract
Containment of groundwater contamination using physical barriers can be an important element of a subsurface remediation program. This work presents simple analytical tools for predicting the performance of barriers in terms of the steady-state contaminant flux across the barrier, the duration of the transient period following barrier installation, and the time-dependent contaminant concentration distribution within the barrier. The analytical expressions are developed from approximate boundary layer (BL) solutions to the advective-dispersive equation subject to conservative fixed concentration boundary conditions. Critical ranges of important dimensionless quantities are identified for use in barrier performance assessment, for both steady-state and transient conditions. Comparative calculations made with the BL equations and more exact semi-analytical solutions are used to characterize the accuracy and applicability of the BL approach.
| Original language | English |
|---|---|
| Pages (from-to) | 311-333 |
| Number of pages | 23 |
| Journal | Journal of Contaminant Hydrology |
| Volume | 40 |
| Issue number | 4 |
| DOIs | |
| State | Published - Jan 15 2000 |
Keywords
- Boundary layer
- Contaminant transport
- Vertical barriers
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