Abstract
The results of numerical simulations for coupled large strain consolidation and solute transport, obtained using the CST1 model, are presented. CST1 accounts for advection, longitudinal and transverse dispersion, first-order decay reactions, and linear equilibrium sorption. Verification checks of CST1 show excellent agreement with analytical solutions for one-dimensional (1D) transport in rigid porous media, including various Peclet numbers and concentration boundary conditions. Similarly excellent agreement is observed for two-dimensional advection-dispersion transport in rigid media and 1D advection-dispersion transport in compressible media undergoing large strain consolidation. CST1 is then used to investigate consolidation-induced solute transport for a single composite liner system and a confined disposal facility for dredged contaminated sediments. In both cases, solute transport was found to be strongly affected by consolidation-induced advection both during and after the consolidation period. Consolidation has a lasting effect on solute migration because transient advective flows change the distribution of solute mass, which then becomes the initial condition for subsequent transport processes.
Original language | English (US) |
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Pages (from-to) | 16-29 |
Number of pages | 14 |
Journal | Journal of Geotechnical and Geoenvironmental Engineering |
Volume | 133 |
Issue number | 1 |
DOIs | |
State | Published - Jan 1 2007 |
All Science Journal Classification (ASJC) codes
- Geotechnical Engineering and Engineering Geology
- General Environmental Science