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Tracer
Migration in a Radially Divergent Flow Field: Longitudinal Dispersivity
and Anionic Tracer Retardation
J.
C. Seaman1, P. M. Bertsch1, and D. I. Kaplan2
1Savannah River Ecology Laboratory, The University of Georgia,
Aiken, SC 29802, USA
2Savannah River National Laboratory, Aiken SC 29808
Abstract
Hydrodynamic
dispersion, the combined effects of chemical diffusion and differences
in solute path length and flow velocity, is an important factor controlling
contaminant migration in the subsurface environment. However, few comprehensive
three-dimensional datasets exist for critically evaluating the impact
of travel distance and site heterogeneity on solute dispersion, and the
conservative nature of several commonly used groundwater tracers is still
in question. Therefore, we conducted a series of field-scale experiments
using tritiated water (3H1HO), bromide (Br-),
and two fluorobenzoates (2,4 Di-FBA, 2,6 Di-FBA) as tracers in the water-table
aquifer on the USDOEs Savannah River Site (SRS), located on the
upper Atlantic Coastal Plain. For each experiment, tracer-free groundwater
was injected for approximately 24 h (56.7 L min-1) to establish
a steady-state forced radial gradient before the introduction of a tracer
pulse. After the tracer pulse, which lasted from 256 to 560 min, the forced
gradient was maintained throughout the experiment using nonlabeled groundwater.
Tracer migration was monitored using six multilevel monitoring wells,
radially spaced at approximate distances of 2.0, 3.0, and 4.5 m from the
central injection well. Each sampling well was further divided into three
discrete sampling depths that were pumped continuously (~0.1 L min-1)
throughout the course of the experiments. Longitudinal dispersivity (αL)
and travel times for 3H1HO breakthrough were estimated
by fitting the field data to analytical approximations of the advection-dispersion
equation (ADE) for uniform and radial flow conditions. Dispersivity varied
greatly between wells located at similar transport distances and even
between zones within a given well, which we attributed to variability
in the hydraulic conductivity at the study site. The radial flow equation
generally described tritium breakthrough better than the uniform flow
solution, as indicated by the coefficient of determination, r2,
yielding lower αL
while accounting for breakthrough tailing inherent to radial flow conditions.
Complex multiple-peak breakthrough patterns were observed within certain
sampling zones, indicative of multiple major flow paths and the superposition
of resulting breakthrough curves. A strong correlation was found between
αL
and arrival times observed from one experiment to the next, indicative
of the general reproducibility of the tracer results. Temporal moment
analysis was used to evaluate tracer
migration rate as an indicator of variations in hydraulic conductivity
and flow velocity, as well as mass recovery and retardation for the ionic
solutes compared with tritiated water. Retardation factors for Br-
ranged from 0.99 to 1.67 with no clear trend with respect to transport
distance; however, Br- mass recovery decreased with distance,
suggesting that the retardation values are biased in terms of early arrival
because of limited detection and an insufficient monitoring duration.
Anion retardation was
attributed to sorption by iron oxides. Similar results were observed for
the FBA tracers. The assumption of conservative behavior for the anionic
tracers would generally result in higher αL
values and lower estimated flow velocities.
SREL Reprint #3040
Seaman, J.
C., P. M. Bertsch, M. Wilson, J. Singer, F. Majs, and S. A. Aburime 2007.
Tracer Migration in a Radially Divergent Flow Field: Longitudinal Dispersivity
and Anionic Tracer Retardation. Vadose Zone Journal 6:373-386.
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