Author: GAEA Technologies

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  • POLLUTEv10 Example 9: Diffusion with Freundlich Non-Linear Sorption (Phenol in Clay)

    In POLLUTEv10 Example 9, the model advances beyond linear sorption by incorporating Freundlich non-linear sorption to simulate the diffusion of phenol through a clay specimen. This example reflects more realistic contaminant behavior, particularly for organic compounds that do not follow simple linear partitioning. Problem Overview This example simulates a laboratory diffusion test with the following…

  • MIGRATEv10 Example 8: Evaluating Contaminant Migration at Multiple Lateral Positions

    Introduction MIGRATEv10 Example 8 introduces an important advancement in contaminant transport analysis: 👉 Evaluating concentration at multiple lateral positions Rather than focusing on a single point, this example investigates how a pollutant migrates outward from a buried landfill and how concentrations vary at different distances from the source. This approach provides a more realistic understanding…

  • POLLUTEv10 Example 10: Time-Varying Advective–Dispersive Transport from a Landfill

    Modeling Hydraulic Gradient Reversal with Variable Properties POLLUTEv10 Example 10 demonstrates one of the most powerful capabilities of the model: simulating time-varying transport conditions using the Variable Properties feature. This scenario captures a realistic landfill lifecycle where: Problem Overview This example models: Key Phases Conceptual Model The system includes: The most critical behavior is the…

  • MIGRATEv10 Example 9: Comparison with the TDAST Analytical Solution

    Introduction MIGRATEv10 Example 9 focuses on model validation by comparing numerical results from MIGRATEv10 with an established analytical solution. The benchmark used is TDAST, a program developed by Javandel et al. (1984) for solving 2-D plane dispersion in infinitely deep porous media. This example demonstrates how closely MIGRATE can reproduce analytical solutions and provides confidence…

  • MIGRATEv10 Example 10: Contaminant Transport in Fractured Media with Sorption

    Introduction MIGRATEv10 Example 10 introduces a more advanced and realistic scenario by incorporating: This example builds on earlier cases by modeling contaminant migration through a landfill barrier system that includes both compacted clay and a fractured till layer, while accounting for retardation due to sorption. It also serves as the 2-D extension of a similar…

  • POLLUTEv10 Example 11: Time-Varying Source Concentration with Diffusion (Chloride in Clay)

    Modeling Transient Source Histories in Landfill Systems POLLUTEv10 Example 11 focuses on a critical real-world scenario: time-varying source concentration combined with diffusion-only transport in a clay medium. Unlike previous examples, this case highlights how changing contaminant inputs over time influence subsurface concentration profiles—even in the absence of groundwater flow. Problem Overview This example simulates: Initial…

  • POLLUTEv10 Example 12: Fractured Media Transport vs Analytical Solution (Tang et al., 1981)

    Validating Fracture Transport Modeling with Analytical Benchmarks POLLUTEv10 Example 12 is a benchmark validation case that compares numerical results from POLLUTEv10 with an analytical solution developed by Tang et al.. This example focuses on transport in fractured porous media, where contaminant migration occurs rapidly along fractures and slowly into the surrounding rock matrix. Problem Overview…

  • MIGRATEv10 Example 11: Contaminant Migration from Two Adjacent Landfill Cells

    Introduction MIGRATEv10 Example 11 expands the modeling complexity by simulating contaminant migration from two adjacent landfill cell sites. This scenario is particularly important for real-world applications where multiple sources may contribute to groundwater contamination. The key objective is to evaluate the combined impact of both landfill cells and determine contaminant concentrations at a down-gradient receptor…

  • POLLUTEv10 Example 13: 2D Plane Dispersion vs Analytical Solution (TDAST)

    Benchmarking Against Analytical 2D Dispersion Models POLLUTEv10 Example 13 provides another important model validation case, comparing numerical results from POLLUTEv10 with the analytical solution implemented in TDAST, developed by P. Javandel and colleagues in 1984. This example focuses on 2-dimensional plane dispersion in an infinitely deep porous medium, offering insight into plume spreading under uniform…

  • MIGRATEv10 Example 12: Modeling Time-Dependent Source Histories for Multiple Landfill Cells

    Introduction MIGRATEv10 Example 12 builds on Example 11 by introducing a critical real-world factor: 👉 Different source histories for multiple landfill cells Rather than assuming constant or identical source conditions, this example models how staggered construction, filling, and closure timelines affect contaminant migration. This is a major step toward realistic modeling, where timing is just…

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