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James A. M.
Thomson, Applied Hydrology Associates, Inc., Denver, Colorado
Background
Early
investigations into the biodegradability of MTBE under natural
conditions were not very promising (e.g., Horan and Brown,
1995). In fact, until quite recently, MTBE was considered,
primarily on the basis of laboratory microcosm tests, to be
“…recalcitrant to both aerobic and anaerobic biodegradation
conditions” (Odencrantz, 1998). According to the USGS, “MTBE
is generally reported as recalcitrant …” (Squillace et al,
1998).
However, as
results of more recent research have been published, data have
started to accumulate that indicate that, under the right
conditions, MTBE will biodegrade intrinsically. Last year’s
AEHS special MTBE issue contained the prediction (Thomson,
2000) that prospects for remediation of MTBE-affected sites
through complete source removal (SR) and passive or enhanced
monitored natural attenuation (MNA) were good. This assertion
was based on a number of supporting case histories and field
evidence, indicating the following:
-
Comparable
MTBE and benzene plume behavior.
-
Stabilization, reduction, or disappearance of MTBE plumes.
-
Reduction
in formerly stable MTBE plume concentrations following
source removal.
-
Incorrect
model predictions when “fed” with the assumption of no MTBE
biodegradation.
In the past
year, new developments have supported the potential for
intrinsic bioremediation of MTBE. This paper, based on an
extensive literature review, summarizes some of the key
advances made during 2000. Other authors have also presented
summaries that may include data not presented here. For
example, Deeb et al (2000) presented a review of
biodegradability of MTBE and TBA, including data from lab
microcosm experiments, ex-situ bioreactor studies, and
controlled field trials. A brief summary is also presented in
API (2000).
The potential
for MNA is one that is of great interest at most regulatory
levels; the official federal position is conservative, but
strongly promotes additional research. Thus, the EPA’s Science
Advisory Council’s (SAC, 2000) statements that: “… the most
pressing need is in the area of MTBE biodegradation”, and
“More research is sorely needed to predict the potential for
MTBE biodegradation”, particularly under anaerobic conditions
such as occur as most LUST sites.
Aerobic
biodegradation
The limited
detection of MTBE in surface waters, despite its common
detection in urban precipitation, suggests that aerobic
breakdown is a significant process. Bradley et al (1999, 2001)
collected microorganism-containing stream and lakebed sediment
samples from 11 sites throughout the United States. Sample
sites included waters exposed to MTBE or other chemicals, as
well as unaffected springs. These samples were used to conduct
microcosm studies using isotopically labeled MTBE. Every
sediment sample examined demonstrated significant aerobic
mineralization of MTBE within 50 days, as indicated by the
increase in the percentage of labeled carbon in the biomass.
Kane et al
(2000) performed microcosm experiments using soil and
groundwater from MTBE-affected LUST sites. Results showed
relatively rapid degradation of MTBE under aerobic conditions
in some sediments and no degradation in similar sediments.
Addition of a growth medium enhanced MTBE degradation rates.
MTBE degradation was significantly inhibited and TBA
persistence increased, by the presence of dissolved gasoline
constituents, notably BTEX.
Kuhn (2000)
reported field data from an approximately 4,000-gallon
gasoline leak at the Ronan LUST Trust site in Ronan, Montana.
A mixed BTEX/MTBE dissolved plume extended over 2,000 feet
downgradient from the source; the LNAPL plume was addressed by
soil and product recovery, air sparging, and SVE. Initial soil
samples collected at the site contained an aerobic microbial
consortium capable of degrading MTBE under lab conditions.
However, the main body of the plume is anaerobic. The leading
edge of the plume discharges to surface water under aerobic
conditions, and MTBE is degraded by in-situ bacteria at this
interface; however, the rate of removal does not appear to be
adequate to remove all the dissolved MTBE.
The
pioneering work by Doug MacKay (2000) at Vandenberg Air Force
Base, California, has shown that establishment of aerobic
subsurface conditions using a bubbleless oxygen curtain can
result in complete degradation of MTBE within the order of a
few days or less. Investigation of indigenous microbes at the
site by Kate Scow suggests that they may include a match with
the rapid MTBE degrader known as PM-1 detected at Port Hueneme
and isolated at her UC Davis laboratory (Church et al, 2000).
Similarly,
Salanitro, et al (2000) showed that aquifer “seeding” (i.e.,
bioaugmentation) with a proprietary microbial consortium known
as MC-100 (marketed by Equilon as BioRemedy), followed by
subsurface oxygenation, resulted in degradation of MTBE at
5‑80 mg/L concentrations.
As a result
of these two major field studies, interest in both forced
aerobic bioremediation and bioaugmentation has greatly
increased. Typically, laboratory studies have shown lower rate
constants, longer half-lives, and less promising results than
field data. For example, Drogos and Diaz (2000) used model
column aquifers to investigate MTBE degradation under
controlled conditions. They found that MTBE degraded to TBA
after a 35-day lag period, but only under aerobic conditions
and in the absence of BTEX. Degradation declined as dissolved
oxygen was depleted. The aerobic condition was further
investigated to determine whether the degradation rate could
be enhanced by the addition of a cometabolic substrate.
However, it was found that conversion of MTBE to TBA stopped
on the addition of the substrate (isopropanol, hexane,
isopentane, isopentanol, malate, and ethanol), presumably
because they are more favorable to the degrader than MTBE. The
important implication is that competing substrates (including
BTEX and ethanol) may inhibit MTBE biodegradation at some
sites. From the combined results of this study, the average
half-life for MTBE biodegradation was between 1.7 and 2.7
years, depending on the sediment type.
Several
vendors have presented innovative equipment that can be used
to force aerobic conditions to enhance in-situ bioremediation.
For example, Matrix Environmental Technologies (2000) has
patented an oxygen-enhanced bioremediation system that
supplies pure oxygen gas to the subsurface, resulting in
higher dissolved oxygen concentrations, promoting aerobic
biodegradation. The system is only for use in relatively high
permeability formations, not silt or clay. Regenesis
Corporation (2000) reports that the use of its Oxygen Release
Compound (ORCă)
accelerates MTBE biodegradation, increasing rate constants
from the range 0.0038-0.0231/d to 0.0112-0.1447/d (i.e.
reducing half-lives from 30-182 days to 5-61 days).
The
bioaugmentation field has not remained static. Envirogen, Inc.
(2001) recently announced that it has been awarded a $0.5M
grant by the National Science Foundation (NSF) to continue its
work on in-situ remediation of MTBE through bioaugmentation.
Envirogen has also developed reactor-based systems to degrade
MTBE and the related compound tert-butyl alcohol (TBA).
Anaerobic
biodegradation
While Mackay
and Salanitro’s results have encouraged interest in aerobic
conditions, ambient conditions at most LUST sites are more
typically anaerobic than aerobic, and anaerobic degradation is
generally easier to engineer in the field than aerobic.
Therefore, biodegradation of MTBE under anaerobic conditions
remains of great interest. While field conditions are more
complex than in the laboratory, empirical field data do
reflect the real world, and their results are received as
particularly applicable to remediation projects. Kolhatkar et
al (2000) addressed the question of biodegradability of MTBE
in the subsurface by conducting comprehensive groundwater
chemistry surveys at 74 gas station sites in 6 states and D.C.
in 1999. These data were used to estimate first order
biodegradation rate constants for MTBE, TBA, and benzene.
Apparent biodegradation rates could only be established (i.e.,
were statistically significantly different from zero) for 4
out of 74 sites. The rate constants for MTBE varied from 0.41
to 9.9 per year; for TBA, 5.5 to 12.8 per year; and for
benzene, 2.3 to 3.3 per year. MTBE and TBE biodegradation
rates were similar to those for benzene.
There
appeared to be a good correlation between strongly anaerobic
plume geochemistry and natural MTBE biodegradation.
Degradation of MTBE and TBA was limited to sites that were
classified as methanogenic (dissolved methane >0.5 mg/L), and
most were sulfate depleted relative to background
concentrations. None of the sites with <0.5 mg/L dissolved
methane showed MTBE biodegradation. This study is continuing,
and additional results are anticipated.
Wilson et al
(2000) performed a very detailed evaluation of intrinsic
bioremediation of MTBE under methanogenic conditions at a
former US Coast Guard fuel farm site in Elizabeth City, PA. At
this site, hydrocarbon metabolism is primarily through
anaerobic pathways (sulfate and iron oxidation, and
methanogenesis). Field data indicated that MTBE was being
naturally attenuated with rate constants between 2.2 and
5.0/yr (depending on the calculated groundwater seepage
velocity), while attenuation due to dilution and dispersion
was estimated at only 0.50/yr.
In this
study, microcosms were constructed using aquifer material from
the existing monitoring well location with the highest
concentration of MTBE; material was sampled so as to preserve
anaerobic conditions. Samples were amended either (1) with
MTBE alone, or (2) with MTBE and various alkylbenzenes.
Microcosms were incubated for approximately 6, 13, and 16
months. The average first order rate of removal of MTBE was
3.02/yr where supplemented with alkylbenzenes, 3.5/yr without
alkylbenzenes, and 0.39/yr and 0.30/yr in the corresponding
controls (all at 95% confidence).
It was
concluded that the apparent intrinsic bioremediation was
consistent with the biodegradation rates expected from
microcosm studies, and that it would take approximately 60
years for the concentration to reach 30 ppb.
Conclusions
While the
incoming evidence clearly supports the occurrence of intrinsic
bioremediation of MTBE, it also indicates that important
issues remain to be resolved, including:
-
Degradation
pathways of MTBE and its derivatives.
-
“Lag” time
in starting biodegradation.
-
Potential
inhibition due to competition from other substrates.
-
Potential
inhibition due to toxicity of other chemicals or matrices.
-
To what
extent intrinsic bioremediation can be accelerated by
addition of nutrients, substrates, and electron acceptors
(i.e. moving toward engineered remediation).
-
Ability to
create successful MNA conditions in typical field
situations.
With the
current focus on remedial options for MTBE, and the emphasis
that is being placed on low-cost in-situ technologies, it is
expected that research into these aspects of MTBE intrinsic
bioremediation will continue to flourish and that new
revelations will be forthcoming in the year ahead.
References
American
Petroleum Institute. 2000. Strategies for characterizing
subsurface releases of gasoline containing MTBE.
Regulatory and Scientific Affairs Publication No. 4699.
February 2000. Referenced pages A-10 to A-11.
Bradley, P.
M., J. E. Landmeyer, and F. H. Chapelle. 1999. Aerobic
mineralization of MTBE and tert-Butyl Alcohol by stream-bed
sediment organisms. Environmental Science and Technology,
vol. 33, no. 11, pp. 1877-1879.
Bradley, P.
M., J. E. Landmeyer, and F. H. Chapelle. 2001. Widespread
potential for microbial MTBE degradation in surface-water
sediments. Environmental Science and Technology. Accepted
November 28, 2000.
Church, C.
D., P. G. Tratnyek, and K. M. Scow. 2000. Pathways for the
degradation of MTBE and other fuel oxygenates by isolate PM1.
American Chemical Society Symposium, San Francisco, March
26-30, 2000. pp. 261-263 in Preprints of Extended Abstracts,
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A., A. J. Stocking, L. Alvarez-Cohen, and M. C. Kavanaugh.
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