01 Homogeneous, Isotropic Aquifer
What is the simplest way to clean a contaminated aquifer — and how well does it work in ideal conditions?
What you’re watching An extraction well pumping in a uniform aquifer, its capture zone (red outline) drawing the plume toward the well while monitoring wells track progress; the plume shrinks fairly cleanly as it is pulled in.
The mechanism Pump-and-treat extracts contaminated water for above-ground treatment. The extraction well’s capture zone must enclose the plume so flow carries the contamination to the well. In a uniform aquifer the plume moves coherently and cleanup is comparatively efficient.
Why it matters Pump-and-treat is the workhorse of groundwater remediation; the homogeneous case is the optimistic baseline that real sites rarely match.
IGW-NET Watching the capture zone form and the plume drain toward the well ties remediation directly to the capture-zone idea from wellhead delineation — the same flow control, used to clean rather than to supply.
02 Systematically Heterogeneous Aquifer
What does known layering do to a pump-and-treat cleanup?
What you’re watching The same extraction in an aquifer with organized (layered or zoned) heterogeneity; the cleanup front advances unevenly — fast through high-K layers, slow through low-K ones.
The mechanism Pumping flushes the high-conductivity zones quickly but barely reaches the low-K zones, where contaminant lingers. The capture zone is distorted by the geology, and treatment becomes uneven.
Why it matters Even with known geology, the slow zones set the timeline — the fast zones finish, but the site is not clean until the slow ones are.
IGW-NET Draw the layers and watch the cleanup front race through some and stall in others — geology controlling cleanup, made visible.
03 Randomly Heterogeneous Aquifer Case 1
Why does pump-and-treat almost always take far longer than predicted?
What you’re watching Extraction in a randomly heterogeneous aquifer; the plume is pulled toward the well, but contamination is left trapped in fingers and low-K pockets that the flushing flow bypasses.
The mechanism Pumping preferentially flushes connected high-K paths and bypasses low-K zones. Contaminant trapped there slowly back-diffuses into the flowing water long after the bulk plume is gone — a persistent tail that defeats simple capture.
Why it matters This is the foundational finding the IGW courses demonstrate: pump-and-treat is far harder and slower than deterministic models predict, because trapping makes real cleanup times balloon — exactly what practitioners discovered the hard way.
IGW-NET Run the cleanup in a heterogeneous aquifer and watch the bulk plume vanish while stubborn pockets linger — the trapping effect no homogeneous model would ever reveal.
04 Randomly Heterogeneous Aquifer Case 2
If the geology is uncertain, is the cleanup time predictable?
What you’re watching A second random realization of the same heterogeneous cleanup; the trapped pockets and tailing appear in different places and amounts than in Case 1.
The mechanism Each realization traps contaminant differently, so cleanup duration varies from one plausible aquifer to the next. The cleanup time is itself uncertain, not a single number.
Why it matters Promising a fixed cleanup date from a single deterministic model is how remediation projects overrun; honest estimates are probabilistic.
IGW-NET Regenerating the aquifer and re-running the cleanup shows the spread in outcomes — uncertainty in the timeline made visible.
05 Randomly Heterogeneous Aquifer Case 3
How wide is the range of possible cleanup outcomes?
What you’re watching A third realization, reinforcing how differently the same remediation design performs across equally-likely aquifers.
The mechanism Across realizations, the same pumping design can finish in very different times and leave residual contamination in different places — the design must be robust to this spread, not tuned to one case.
Why it matters Designing for the ensemble — not a single best guess — is what separates remediation that finishes from remediation that stalls.
IGW-NET Comparing several realizations side by side turns ‘design under uncertainty’ from a slogan into a visible spread of outcomes.
06 In-Situ Reactive Wall with High Decay
Can we clean a plume without pumping anything out of the ground?
What you’re watching A permeable reactive wall placed across the plume’s path; contaminated groundwater flows through it and emerges clean on the down-gradient side toward the lake, while the wall destroys the contaminant in place.
The mechanism A permeable reactive barrier (PRB) lets groundwater pass but contains reactive media that destroy the contaminant by chemical or biological decay (for example, zero-valent iron dechlorinating solvents). Treatment is passive — the natural gradient does the work.
Why it matters PRBs cut the long-term energy and operating cost of pump-and-treat and avoid above-ground water handling — a major reason they have become a preferred passive remedy.
IGW-NET Place a wall across the plume and watch the down-gradient side clear — passive in-situ treatment working, the decay term of the transport equation put to use.
07 In-Situ Reactive Wall with High Sorption
What if the wall traps the contaminant instead of destroying it?
What you’re watching A reactive wall that works by strong sorption; the plume is held at the wall, its advance arrested as the barrier adsorbs the contaminant.
The mechanism A sorbing barrier immobilizes contaminant by binding it to the reactive media rather than degrading it. The plume stops at the wall — but the contaminant is captured, not destroyed, so the barrier’s capacity is finite and must be managed.
Why it matters Sorption barriers buy time and containment, but unlike decay walls they do not eliminate mass — they need monitoring and eventual replacement before breakthrough.
IGW-NET Comparing a decay wall and a sorption wall in real time shows the crucial difference — destroying contaminant versus merely holding it — that decides long-term success.