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Applied numerical modeling of saturated / unsaturated flow and ...

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WATER RESOURCES RESEARCH, VOL. 42, W01420, doi:10.1029/2004WR003878, 2006<br />

Assessing measurement uncertainty <strong>of</strong> first-order<br />

degradation rates in heterogeneous aquifers<br />

Sebastian Bauer, Christ<strong>of</strong> Beyer, <strong>and</strong> Olaf Kolditz<br />

Center for <strong>Applied</strong> Geoscience, University <strong>of</strong> Tübingen, Tübingen, Germany<br />

Received 7 December 2004; revised 7 October 2005; accepted 18 October 2005; published 31 January 2006.<br />

[1] The principal idea <strong>of</strong> this paper is to simulate <strong>and</strong> evaluate the determination <strong>of</strong><br />

first-order degradation rate constants at heterogeneous contaminated sites under realistic<br />

conditions. First, a set <strong>of</strong> heterogeneous <strong>and</strong> contaminated synthetic aquifers is generated;<br />

second, the spreading <strong>of</strong> a solute plume subject to first-order degradation is simulated.<br />

Third, this plume is investigated using ‘‘monitoring wells’’ placed along the presumed<br />

plume center line. Using only piezometric heads, concentrations <strong>and</strong> hydraulic<br />

conductivities obtained at these monitoring wells, first-order degradation rate constants are<br />

calculated by methods typically used in field applications. The estimated rate constants<br />

are compared to the ‘‘real’’ value known from the simulations. This comparison is<br />

conducted for different degrees <strong>of</strong> heterogeneity, represented by lognormally distributed<br />

r<strong>and</strong>om conductivity fields. The results indicate that, with increasing degree <strong>of</strong><br />

heterogeneity, ‘‘measured’’ degradation rate constants become uncertain with a high<br />

variability around the true constant. Measured rate constants tend to overestimate the true<br />

constant by up to one order <strong>of</strong> magnitude. A sensitivity analysis <strong>of</strong> the influences <strong>of</strong> source<br />

width, transport velocity, <strong>and</strong> dispersivity shows that (1) with increasing source width,<br />

measured rate constants decrease their relative error <strong>and</strong> increase their accuracy; (2) the<br />

choice <strong>of</strong> dispersivity can produce both over- <strong>and</strong> under-estimation <strong>of</strong> the true rate<br />

constant; <strong>and</strong> (3) that large-scale measurements <strong>of</strong> hydraulic conductivity yield better<br />

estimates <strong>of</strong> <strong>flow</strong> velocities as compared to local scale measurements. These results<br />

explain in part the high variability <strong>of</strong> field measured degradation rate constants reported in<br />

the literature.<br />

Citation: Bauer, S., C. Beyer, <strong>and</strong> O. Kolditz (2006), Assessing measurement uncertainty <strong>of</strong> first-order degradation rates in<br />

heterogeneous aquifers, Water Resour. Res., 42, W01420, doi:10.1029/2004WR003878.<br />

1. Introduction<br />

[2] This work studies the uncertainty involved in estimating<br />

first order degradation rate constants by the plume<br />

center line method for the assessment <strong>of</strong> natural attenuation<br />

at contaminated groundwater sites. Natural attenuation, also<br />

known as intrinsic bioremediation, refers to the observed<br />

reduction in contaminant concentration via natural processes<br />

as contaminants migrate from the source into environmental<br />

media [U.S. Environmental Protection Agency (EPA), 1999;<br />

Wiedemeier et al., 1999]. The processes contributing to<br />

natural attenuation include dilution, dispersion, sorption,<br />

volatilization <strong>and</strong> biodegradation, where biodegradation is<br />

the only process that decreases the total contaminant mass.<br />

The relative efficiencies <strong>of</strong> the attenuation processes active<br />

at a contaminated site must be carefully assessed before<br />

natural attenuation can be adopted as a cleanup remedy or<br />

risk reduction strategy. Thus degradation rates <strong>of</strong> the contaminants<br />

under consideration may play an important role in<br />

decision making <strong>and</strong> site management, when natural attenuation<br />

is considered as a remedial alternative or a remedial<br />

step in contaminated site management. Degradation rate<br />

constants can be used to estimate (1) the total overall natural<br />

Copyright 2006 by the American Geophysical Union.<br />

0043-1397/06/2004WR003878$09.00<br />

W01420<br />

attenuation potential <strong>of</strong> an aquifer, (2) contaminant plume<br />

lengths <strong>and</strong> (3) downstream concentrations. They can also be<br />

used for identifying potential receptors <strong>and</strong> exposure levels<br />

in case <strong>of</strong> a risk analysis.<br />

[3] Several approaches for estimating biodegradation<br />

rates in ground water in the field are commonly used,<br />

including mass balances, in situ microcosm studies <strong>and</strong><br />

the use <strong>of</strong> concentration-distance relations obtained along<br />

the plume center line [Chapelle et al., 1996; Wiedemeier et<br />

al., 1999]. The latter include a batch-reaction solution<br />

[Wiedemeier et al., 1996], normalization to a recalcitrant<br />

co-contaminant [Wiedemeier et al., 1996, 1999] <strong>and</strong> the<br />

method <strong>of</strong> Buscheck <strong>and</strong> Alcantar [1995]. The method <strong>of</strong><br />

Buscheck <strong>and</strong> Alcantar [1995] utilizes contaminant concentrations<br />

measured along the plume center line, which are<br />

evaluated by an analytical solution to the one-dimensional<br />

transport equation with first-order degradation. The firstorder<br />

degradation rate is calculated from the concentrations<br />

<strong>and</strong> an assumed longitudinal dispersivity. An<br />

additional requirement is, that the plume has reached<br />

steady state. This approach has been used by a number<br />

<strong>of</strong> authors, e.g., Chapelle et al. [1996], Wiedemeier et al.<br />

[1996], Zamfirescu <strong>and</strong> Grathwohl [2001], Suarez <strong>and</strong> Rifai<br />

[2002] or Bockelmann et al. [2003]. Recently, two- <strong>and</strong><br />

three-dimensional approaches were suggested [Zhang <strong>and</strong><br />

Heathcote, 2003; Stenback et al., 2004] as extensions to the<br />

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