Modeling the Impacts of Remediation Decisions on Groundwater Plume
Persistence due to Back Diffusion
Abstract
Subsurface remediation of groundwater and soils contaminated by
chlorinated ethenes is a challenge as many sites remain with contaminant
concentrations above regulatory limits. One issue that prevents site
restoration is back diffusion of contaminants from low permeable layers
into transmissive layers, which sustains contaminant plumes. In our
research, we develop a two-dimensional analytical model of an
aquifer-aquitard system which employs temporally variable boundary
conditions to investigate the sensitivity of mass discharge across a
downgradient control plane (DGCP) to both the mass discharge behavior
from dense nonaqueous phase liquid source zones (i.e., the
source-strength function or SSF) and contaminant mass stored in the
aquitard. Existing models usually assume constant concentration boundary
conditions which are not always representative of actual field
conditions, especially when those boundary conditions are meant to
represent the SSF. Modeling results are used to explore aquitard source
functions, defined as the relationship between mass discharge across the
DGCP and mass stored in the upgradient aquitard. We also explore the
benefits associated with partial removal of DNAPL mass from the source
zone, as well as the impacts of when those efforts occur in the lifetime
of the source zone by testing the sensitivity of mass stored in the
aquitard and mass discharge across a DGCP to different remediation
scenarios. In instances where complete remediation is impractical, it is
important for remediation managers (and other stakeholders) to know the
options and expected results for partial remediation in the short term.
Moreover, results are used to assess the relative importance of
addressing contaminant mass in the DNAPL source zone versus the aquitard
as the contaminant site ages. Finally, we explore a methodology for
estimating contaminant mass in the aquitard with time, as a function of
the SSF and mass discharge across a DGCP. This methodology complements
site characterization efforts, especially at complex sites where
detailed sampling of low permeable layers is a challenge.