πŸ’§ IGW-NET Β· Quick Tutorial 5 of 31

Tutorial 5: Contaminant Transport

Simulate solute transport with advection, dispersion, and reaction. Set source zones, observation wells, and visualize concentration plumes.

IGW-NET Tutorial 5 Prereq: MAGNET4WATER account 2 sections

This tutorial covers

  1. Hypothetical Plumes β€” Fort Custer, Michigan
  2. What's Next

1Hypothetical Plumes β€” Fort Custer, Michigan

Step 1 β€” Load Parent Model and Create Submodel

Click Load Submit Save/Load to load and simulate the regional model from Tutorial 1. Add a submodel and apply 'Boundary Conditions from Parent Model' in the Default Model Input Parameters and Display Options Menu.

Step 2 β€” Add a Continuous Source (500 ppm)

Click ZoneRect button SaveShape Assign the 'ZoneRect' and 'SaveShape' buttons to add a rectangular zone in the south-central portion of the model domain. Assign this as a continuous source of 500 ppm. A continuous source maintains a constant concentration over time β€” like an ongoing industrial discharge or a leaking storage tank that hasn't been removed. The resulting plume grows steadily downstream.

Step 3 β€” Add an Instantaneous Source (1500 ppm)

Click ZonePoly button Assign the 'ZonePoly' and 'SaveShape' buttons to add a zone in the south-eastern portion of the model domain. Assign this as an instantaneous source of 1500 ppm. An instantaneous source releases contamination once and then stops β€” like a one-time spill. The resulting plume moves downstream as a shrinking, diluting slug.

Step 4 β€” Add an Injection Well

Click Well button the 'Well' button to add an injection well to the model domain (yellow dot). An injection well introduces contaminated water at a point β€” creating a radially expanding plume that is then carried downstream by the regional flow. This simulates scenarios like deep-well disposal or aquifer remediation injection.

Step 5 β€” Add a Monitoring Well

Place a monitoring well just beyond the continuous source, downstream in the flow direction. This well will record concentration over time β€” producing a breakthrough curve that shows when the plume arrives, how concentration builds, and whether it reaches a steady state.

Step 6 β€” Draw a Cross-Section

Click Cross-section tool to draw a cross-section line through the continuous source and the downstream area. This will show the vertical structure of the plume β€” how deep contamination penetrates, whether it's confined to shallow layers, and how it interacts with the water table.

Step 7 β€” Submit for Simulation

Click Submit button to submit the model for simulation. IGW-NET solves the flow equations first, then uses the computed velocity field to drive contaminant transport. In real-time streaming mode, you'll see plumes evolving β€” spreading, migrating, and interacting with the flow field β€” as the equations solve.

Step 8 β€” View Cross-Section and Breakthrough Curve

Click Analysis button the 'Analysis' button, then select Display Charts 'Display Charts' from the submenu. This opens analysis windows including the full cross-section view (showing the plume's vertical extent and migration) and the monitoring well breakthrough curve (showing concentration vs. time at the observation point). Together these reveal the complete story: where the plume is, how deep it goes, when it arrives, and how strong it is.

Step 9 β€” Save or Publish

Click Tools Save Save options to save or publish the model for future use.

Complete contaminant transport model showing three types of sources: continuous source zone in south-central (500 ppm, steady plume growing downstream), instantaneous source in south-east (1500 ppm, slug migrating and diluting), and injection well (yellow dot, radial plume). Monitoring well placed downstream of continuous source. Cross-section line drawn through continuous source area.
Figure 2: Three types of contamination sources in one model β€” continuous source (500 ppm, ongoing release producing a growing plume), instantaneous source (1500 ppm, one-time release producing a migrating slug), and injection well (point source producing a radial plume). A monitoring well and cross-section line are positioned to observe the continuous source plume.
Analysis results showing cross-section view of the continuous source plume migrating through the aquifer vertically and horizontally, alongside the monitoring well breakthrough curve showing concentration rising over time as the plume arrives at the observation point
Figure 3: Cross-section showing the plume's vertical structure (top) and monitoring well breakthrough curve showing concentration arrival over time (bottom). The cross-section reveals how deep the plume penetrates; the breakthrough curve reveals when it arrives and at what concentration.

Three Source Types β€” Three Plume Behaviors

Continuous source (500 ppm): Concentration is maintained at the source indefinitely. The plume grows steadily downstream, eventually reaching a quasi-steady-state shape where advection, dispersion, and (if present) decay balance each other. This represents ongoing contamination β€” leaking tanks, active industrial discharge, persistent PFAS sources.

Instantaneous source (1500 ppm): All contamination is released at once, then the source is removed. The plume migrates downstream as a "slug" β€” spreading, diluting, and eventually dissipating. Peak concentration decreases over time. This represents one-time spills, accidental releases, or historical contamination events.

Injection well: Contaminated water is injected at a point source. The plume expands radially from the well before being carried downstream by the regional flow. This simulates deep-well disposal, tracer tests, or remediation injection scenarios.

Monitoring Wells and Breakthrough Curves

A breakthrough curve is a plot of concentration vs. time at a fixed observation point. It answers critical questions: When does the plume arrive? How high does concentration get? How long does it take to reach steady state (continuous source) or pass through (instantaneous source)? Breakthrough curves are essential for risk assessment β€” determining whether a drinking water well will be impacted and when.

2What's Next

With contaminant transport mastered, continue the learning path:

Tutorial 6: Vertical Details β€” extend to 3D with multiple aquifer layers, confining units, and vertical plume migration
Tutorial 7: Transient Modeling β€” add time-varying pumping and seasonal recharge to see how plumes respond to dynamic conditions
Tutorial 8: Calibration β€” match your model to observed data before making predictions about contaminant fate