POLLUTEv10 Core Features

POLLUTEv10 contaminant transport model with layered soil, engineered barriers and groundwater
POLLUTEv10 Core Features

Define Layered Systems and Evaluate Contaminant Transport

Build 1D and 1.5D analytical models of contaminants moving through natural soils, groundwater systems and engineered barriers.

Configure model layers and boundary conditions, calculate concentration, flux and mass results, compare scenarios and export the supporting output for technical review.

1D and 1.5DAnalytical transport models
Layered SystemsNatural and engineered materials
Flexible BoundariesSource and receptor conditions
Engineering OutputsConcentration, flux and mass
Engineer reviewing a POLLUTEv10 layered contaminant transport model and calculated results
Analytical Modeling

Fast Scenario Evaluation without a Numerical Grid

POLLUTEv10 applies analytical solutions to the advection–dispersion equation for vertically layered systems. The approach supports rapid recalculation during design comparison, sensitivity review and long-term performance assessment.

  • Represent the vertical transport path as a sequence of layers
  • Define the source, material properties and lower boundary
  • Calculate results at selected depths and times
  • Compare design alternatives and parameter assumptions
  • Preserve the model setup with its graphs and tabular output
Choose the appropriate model dimension. POLLUTEv10 is intended for problems that can be represented by its 1D or 1.5D analytical formulation. Use MIGRATEv10 when the project requires explicit two-dimensional spatial representation.
Core Capabilities

The Essential Tools for Building and Reviewing a Model

These capabilities form the foundation of POLLUTEv10 before optional or advanced special-feature configurations are considered.

Unlimited Model Layers

Construct the vertical profile from the number of material and barrier layers required by the conceptual model.

Layer-Specific Properties

Assign applicable thickness, porosity, hydraulic conductivity and dispersive transport properties by layer.

Source Definition

Represent a constant concentration or a finite-mass source according to the selected model configuration.

Lower Boundaries

Select a fixed concentration, zero-flux condition or passive sink to represent the receptor at depth.

Landfill Templates

Use supplied starting configurations for common landfill and liner-system model types.

Professional Results

Present concentration against time, concentration against depth, flux, mass and supporting tables.

Rapid Recalculation

Update assumptions and compare scenarios without a time-marching numerical workflow.

Excel Export

Transfer calculated tables for additional review, custom presentation and engineering reports.

Reusable Models

Save project models and use appropriate configurations as the basis for related scenarios.

SourceLeachate or upper concentration
GeomembraneEngineered barrier
Compacted Clay LinerLow-permeability layer
Natural SoilVadose or saturated material
Aquifer or Lower BoundaryReceptor condition
Evaluate transport through the vertical profile
Layered Conceptual Model

Represent Engineered Barriers and Natural Strata Together

Each layer describes a distinct part of the contaminant transport path. The model can combine geomembranes, compacted clay, drainage materials, native soils, aquitards and aquifers according to the project conceptual model.

ThicknessPorosityHydraulic conductivityDispersionTransport parametersInitial conditions
  • Keep units consistent throughout the model
  • Use values supported by project data or documented references
  • Separate materially different zones into appropriate layers
  • Record the basis and uncertainty for influential parameters
Source and Receptor

Select Boundary Conditions That Match the Conceptual Model

The upper and lower boundaries determine how contaminant mass enters the profile and how the model represents conditions at depth.

POLLUTEv10 core source and lower boundary options
BoundaryOptionTypical InterpretationReview Question
Upper sourceConstant concentrationSource concentration is maintained for the modeled condition.Is a sustained source consistent with the facility and assessment period?
Upper sourceFinite massAvailable contaminant mass can diminish as the source is depleted.Are source volume, mass and concentration assumptions supported?
Lower boundaryFixed concentrationThe concentration at the lower boundary is prescribed.What measured or conceptual condition supports the selected value?
Lower boundaryZero fluxNo contaminant mass crosses the specified lower boundary.Is an impermeable or symmetry condition defensible?
Lower boundaryPassive sinkAn aquifer or receptor removes mass reaching the lower boundary.Do the receptor assumptions represent the groundwater system?
Boundary conditions are engineering assumptions. Select them from the site conceptual model and test alternatives when uncertainty could materially affect the predicted result.
Faster Model Setup

Start with a Template, Then Make It Project-Specific

Supplied templates can establish representative layer sequences and model structure for common landfill configurations. They are starting points—not substitutes for site-specific design information.

  • Select the template closest to the actual barrier system
  • Confirm every layer, material and dimension
  • Replace default values with project-supported parameters
  • Review source and lower-boundary assumptions
  • Save the verified configuration for related scenarios

Representative Starting Configurations

  • Primary liner landfill
  • Primary and secondary liner system
  • Vertical migration model
  • Horizontal migration model
  • User-created reusable templates

Available templates and fields should be confirmed in the current installed version during evaluation.

Results and Communication

Review More Than One Measure of Model Performance

Use complementary result views to understand when, where and how contaminant mass moves through the modeled system.

Concentration vs. Time

Track predicted concentration at a selected depth or receptor through the assessment period.

Depth Profiles

Inspect the concentration gradient through the modeled profile at selected times.

Flux and Mass

Evaluate contaminant transfer and cumulative mass in addition to concentration.

Tables and Excel

Review numerical results and export applicable data for reporting or additional analysis.

Interpret results in context. A precise graph does not remove uncertainty in the conceptual model, parameter values or future system performance. Report influential assumptions and sensitivity results with the prediction.
Modeling Workflow

Keep the Calculation Connected to Its Engineering Basis

A repeatable workflow makes it easier to review assumptions, reproduce scenarios and explain the final prediction.

1

Define the Question

Identify the receptor, contaminant, design case and assessment period.

2

Build the Profile

Enter the natural strata and engineered barrier layers.

3

Set Boundaries

Configure source behavior and the lower receptor condition.

4

Enter Parameters

Use consistent units and documented project values.

5

Calculate and Test

Run the baseline and evaluate influential assumptions.

6

Review and Report

Check graphs, tables, mass balance context and conclusions.

Representative Applications

Apply POLLUTEv10 Where a Layered Analytical Model Fits

The suitability of the formulation and assumptions should be confirmed for each site and decision.

Landfill Assessment

Evaluate contaminant migration through landfill cover and liner systems.

Barrier Performance

Compare layered containment designs and material assumptions.

Groundwater Impact

Estimate concentrations, flux and mass reaching a defined receptor.

Design and Regulatory Review

Document scenarios used to support an engineering assessment or submission.

Before You Decide

Evaluate POLLUTEv10 with a Representative Project

Confirm the core model, outputs and product boundary against the work your organization actually performs.

  • Can the site be represented by the available 1D or 1.5D formulation?
  • Are the required source and lower-boundary conditions supported?
  • Can every natural and engineered layer be represented appropriately?
  • Are the needed concentration, flux, mass and profile outputs available?
  • Can the model assumptions and results be reviewed efficiently?
  • Do Excel export and report handoffs meet the project workflow?
  • Are advanced special features required beyond this core scope?
  • What migration, training, maintenance and licensing support is needed?

Recommended Evaluation Path

  1. Define one representative assessment question.
  2. Build its verified layer sequence.
  3. Check boundary-condition support.
  4. Run a baseline and alternative scenario.
  5. Review graphs, profiles, flux and mass.
  6. Export results and test the report handoff.
Technical Resources

Continue from Product Evaluation to Technical Detail

Use the Knowledge Center and product resources to examine advanced capabilities, landfill design context and example applications.

POLLUTEv10 Core Features Guide

Read the explanatory article covering layer properties, boundaries, templates and output.

Read the Core Features guide

POLLUTE Special Features

Review advanced configurations that extend the core model for specialized conditions.

Explore Special Features

POLLUTE Examples

Inspect representative models and the engineering questions they evaluate.

Browse POLLUTE examples

Contaminant Modeling Guide

Understand the broader landfill-design and groundwater-protection workflow.

Read the complete guide

POLLUTE and MIGRATE Upgrade

Review version 10 modernization, compatibility and migration considerations.

Review the upgrade overview

Research Paper Viewer

Access technical background reports related to contaminant migration and barrier performance.

Download the free viewer

Ready to Evaluate POLLUTEv10?

Build a representative layered model, test the required boundaries and review the outputs used in your engineering decisions.