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Using 2D MTBE Stable Isotopic Analysis to Optimize a
Commercial -scale Pulsed Air Sparging/SVE System for
MTBE Source Remediation
Xiaomin Yang, BP Corporation North America, Inc.,
Warrenville,
IL
Shankar Subramanian, URS Corporation,
Chicago, IL
Timothy Dull, URS Corporation, Chicago, IL
Thomas Tunnicliff, Atlantic Richfield Company, A BP
affiliated company,
Warrenville,
IL
David Tsao, BP Corporation North America, Inc., Warrenville, IL
Biodegradation of Tert-butyl Alcohol (TBA) using
Biological Granular Activated Carbon (Bio-GAC)
Kayleigh Dunnett, University of
Illinois at
Urbana
Champaign,
Urbana,
IL
Kevin T. Finneran,
University of
Illinois at
Urbana
Champaign,
Urbana,
IL
Monitoring Ex situ MTBE and TBA Biodegradation using
Stable Isotope Probing
Michael Hyman, North Carolina
State
University, Raleigh, NC
Kristy A. Salafrio, New
York State Department of Environmental Conservation
Region 1, Stony Brook, NY
Joseph Haas, New York Attorney General, New York, NY
Don Trego, Environmental Assessment and Remediation,
Patchogue,
NY
Ian Hofmann, Environmental Assessment and
Remediation, Patchogue,
NY
Biodegradation of MTBE and TBA Impacted Groundwater:
Theories for Bio-GAC Vessel Design and Optimization
Kristy A. Salafrio, New York State Department of
Environmental Conservation Region 1, Stony Brook,
NY
Michael Hyman,
North Carolina
State
University,
Raleigh,
NC
Burke Haywood,
North Carolina
State
University,
Raleigh,
NC
Denise Aslett,
North Carolina
State
University,
Raleigh,
NC
Joseph Haas, New York Attorney General, New York, NY
Ian Hofmann, Environmental Assessment and Remediations,
Patchogue,
NY
Challenges Using Mass Flux at a Service Station
Ken Guttman, Gannett Fleming, Baltimore,
MD
The Value of Compound Specific Stable Carbon and
Hydrogen Isotope Analysis of a Long
Island MTBE Mega-Plume
J. E. Haas, New York
State Department of Law,
New York,
NY
K. A.
Krajenke,
Environmental Assessment and Remediation,
Patchogue,
NY
D.A. Trego,
Environmental Assessment and Remediation,
Patchogue, NY
T.C. Schmidt,
University Duisburg-Essen, Duisburg,
Germany
N. M. Hart,
New York State Department of Environmental
Conservation, Stony
Brook,
NY
Using 2D MTBE Stable Isotopic Analysis to Optimize a
Commercial -scale Pulsed Air Sparging/SVE System for
MTBE Source Remediation
Xiaomin Yang, BP Corporation North America,
Inc.,Cantera I - MC 2N,
28100 Torch Parkway,
Warrenville,
IL 60555,
USA,
Tel: 630-836-7176, Fax: 630-836-7193, Email:
Xiaomin.Yang@bp.com
Shankar Subramanian,
URS Corporation, 100 S. Wacker Drive, Suite 500,
Chicago, IL 60606,
USA,
Tel:
312-577-7410, Fax: 312-939-4198, Email:
shankar_subramanian@urscorp.com
Timothy Dull, URS Corporation, 100 S. Wacker Drive, Suite 500,
Chicago,
IL
60606,
USA,
Tel: (312) 697-7227, Fax: 312-939-4198, Email:
timothy_dull@urscorp.com
Thomas Tunnicliff, Atlantic Richfield Company, A BP
affiliated company, Cantera I - MC 2N,
28100 Torch Parkway,
Warrenville,
IL
60555,
USA, Tel:
618-254-9074, Fax: 618-254-8718, Email:
thomas.tunnicliff@bp.com
David Tsao, BP Corporation North America, Inc.,Cantera I
- MC 2N,
28100 Torch Parkway,
Warrenville,
IL 60555,
USA,
Tel: 630-836-7169, Fax: 630-836-7193, Email:
david.tsao@bp.com
The performance of a
commercial-scale pulsed air sparging (AS) system for
MTBE and TBA removal from a source area was investigated
in this study. The results suggest that high flow,
pulsed AS is an effective technology to remediate MTBE
and TBA contaminated soil and groundwater. A novel
engineering design approach based on stable isotope
analysis was also developed to optimize the full-scale
system that consists of 22 AS wells and 4 SVE wells. The
MTBE and benzene groundwater concentrations in the
source zone decreased at a rate of 0.9% and 1.2% per
day, respectively, as a result of the pulsed AS/SVE
system operation. The effectiveness of pulsed AS on
benzene and MTBE source zone remediation was
approximately equal. MTBE carbon and hydrogen stable
isotope data was collected to quantify the contribution
of MTBE aerobic biodegradation and volatilization to the
mass reductions in soil and groundwater. A marginal
delta C13 increase was observed in all three groundwater
monitoring wells tested where the MTBE concentration
dropped two orders of magnitude.
A dynamic delta H shift was also recorded in this
study. The delta H rapidly decreased when only SVE was
applied to the source zone, and then rapidly increased
right after the AS was started. This field observation
matches the findings recently documented in laboratory
studies where volatilization caused a downward shift of
delta H and biodegradation resulted in an upward shift.
Our previous pilot test reported an MTBE aerobic
biodegradation enrichment factor of 32 per mil.
The overall (volatilization and biodegradation)
observed enrichment factor of MTBE in the field was 9.35
per mil. The measured enrichment factor of MTBE
volatilization in this field study was -16.3 per mil.
MTBE volatilization caused a downward shift in
the isotopic enrichment factor.
These measured delta H data suggest that both
biodegradation and volatilization materially contribute
to the MTBE mass removal. The AS/SVE operation was
optimized using the 2D isotopic dynamics to maximize the
system efficiency and to minimize the energy consumption
of the remediation system.
Biodegradation of Tert-butyl Alcohol (TBA) using
Biological Granular Activated Carbon (Bio-GAC)
Student Presenter
Kayleigh Dunnett,
University of Illinois at Urbana Champaign, 4162 Newmark
Civil Engineering Laboratory, 205 N. Mathews Ave, Urbana
IL 61801- 2352, Tel: 217-333-8121,
Email: dunnett2@illinois.edu
Dr. Kevin T. Finneran, University of Illinois at Urbana
Champaign, 3221 Newmark Civil Engineering Laboratory,
205 N. Mathews Ave, Urbana IL 61801- 2352, Tel:
217-244-7956, Email: finneran@illinois.edu
Tert-butyl alcohol (TBA), a metabolite of the gasoline
additive methyl tert-butyl ether (MTBE), is a common
groundwater contaminant encountered at petroleum
remediation sites.
This work explored the capability of YZ2, a novel
pure culture, to completely degrade TBA aerobically in
both batch studies and in continuous-flow columns
containing biologically activated granular carbon
(bio-GAC), simulating an ex-situ remedial system.
YZ2 mineralized TBA from 0.5mM to 50mM, which is
significantly higher than previously reported cultures.
The level at which TBA limited the cellular
activity was 45mM; however, mineralization still
proceeded up to 50mM.
YZ2 growth and corresponding TBA oxidation rates
within saturated activated carbon were compared with
rates quantified in pure aqueous media; results
demonstrate that GAC decreases oxidation kinetics for
TBA. Batch
studies quantified the kinetics of abiotic TBA sorption
to activated carbon versus biological TBA oxidation
using bio-GAC to compare the rates and efficiencies of
physical removal processes to biological strategies.
Data demonstrate that adsorption may be more
efficient at high TBA concentration, and that previously
reported KOC values for TBA were
underestimates.
In addition, pH levels increased to as high as
10.2 once activated carbon was added to solutions
containing TBA, which inhibited microbial growth.
The continuous-flow bio-GAC columns mimicked a field
bio-GAC unit and focused on different potential
inoculation strategies and the long-term capabilities of
YZ2 to degrade TBA as a continuous culture.
Current data indicate lower effluent TBA
concentrations within the bio-GAC column for 70 days,
compared to a sterile GAC control column.
However, the overall stoichiometry of the
mineralization pathway indicates that dissolved oxygen
concentrations in influent water may limit TBA
degradation in the bio-GAC column, preventing complete
degradation.
We are using these data to develop a strategy for
biological regeneration of GAC, which may be the most
effective use of inoculated, TBA degrading cultures.
Monitoring
Ex situ
MTBE and TBA Biodegradation using Stable Isotope Probing
Michael Hyman,
Burke Haywood and Denise Aslett, Department of
Microbiology, North
Carolina
State
University,
Raleigh
NC
27695
Kristy A. Salafrio, New York State Department of
Environmental Conservation Region 1, Division of
Environmental Remediation, 50 Circle Road, Stony Brook,
NY 11790
Joseph Haas, New York Attorney General, Environmental
Protection Bureau, 120 Broadway,
New York,
NY
10271
Don Trego and Ian
Hofmann, Environmental Assessment and Remediation,
225 Atlantic Ave.,
Patchogue,
NY
13C-DNA
stable isotope probing (SIP) is a culture-independent
method used to identify bacteria with specific metabolic
capabilities within complex microbial communities. We
have used 13C-DNA-SIP to identify aerobic
MTBE- and TBA-oxidizing bacteria in Bio-GAC reactors
used to treat gasoline-impacted groundwater at two sites
on Long Island, New York.
At the Hampton Bays site in eastern
Long Island, samples of “self-inoculated”
Bio-GAC were exposed to 13C5-TBA.
After consumption of the TBA, total microbial DNA was
extracted from the activated carbon and 13C-
and 12C-DNA were separated by density
gradient centrifugation.
The 16S rRNA genes in the 13C-DNA
fraction were amplified and the products were analyzed
by denaturing gradient gel electrophoresis (DGGE).
Individual DGGE bands were excised, re-amplified,
sequenced and then compared to rRNA databases. This
analysis identified five novel TBA-oxidizing bacteria
including strains of
Cupravidus,
Polaromonas
and
Hydrogenophaga. Further analysis of the 13C-DNA
using DGGE demonstrated these organisms harbor several
key genes previously identified in the MTBE-degrading
bacterium,
Methylibium petroliphilum PM1.
At a site in Ronkonkoma
in central Long Island,
13C-DNA-SIP was used to follow temporal
changes in the distribution of both MTBE- and
TBA-oxidizing bacteria in another “self-inoculated”
Bio-GAC reactor initially operated to treat only TBA.
Measurements of total DNA indicate microbial biomass was
concentrated in the upper 40% of the reactor.
Introduction of MTBE into the influent resulted in an
MTBE-oxidizing zone in the upper portion of the reactor.
Our results suggest two different groups of organisms
oxidize MTBE and TBA in this reactor. Our ongoing
studies are identifying these organisms using DGGE and
quantifying the distribution of genes associated with
fuel oxygenate biodegradation using quantitative
molecular approaches. The results will be used to help
improve the design and operation of Bio-GAC systems for
ex-situ fuel oxygenate bioremediation.
Biodegradation of MTBE and TBA Impacted Groundwater:
Theories for Bio-GAC Vessel Design and Optimization
Kristy A. Salafrio,
New York State Department of Environmental Conservation
Region 1, Division of Environmental Remediation, 50
Circle Road, Stony Brook, NY 11790, USA, Tel:
631-444-0334, Email: kasalafr@gw.dec.state.ny.us
Michael Hyman, Department of Microbiology, North
Carolina State University, Raleigh, NC 27695, USA, Tel:
919-515-7814, Email: mrhyman@ncsu.edu
Burke Haywood, Department of Microbiology,
North Carolina
State
University, Raleigh, NC 27695,
USA, Tel:
919-515-7814
Denise Aslett, Department of Microbiology, North
Carolina State University, Raleigh, NC 27695, USA, Tel:
919-515-7814
Joseph Haas, New York Attorney General, Environmental
Protection Bureau, 120 Broadway (26th Floor) New York, NY 10271,USA,
Tel: 212-416-8481, Email:
Joseph.Haas@oag.state.ny.us
Ian Hofmann, Environmental Assessment and Remediations,
225 Atlantic Ave.,
Patchogue, NY,
USA, Tel:
631-447-6400, Email: IHofmann@enviro-asmnt.com
A treatment system involving granular activated carbon
fixed film bioreactors (Bio-GACs) was employed to treat
groundwater containing methyl
tertiary butyl ether (MTBE) and
tertiary
butyl alcohol (TBA). One reactor was modified to
investigate where and how MTBE and TBA biodegradation
was occurring. The modifications included seven access
ports facilitating the installation of GAC-filled
stainless steel screens (carbon samplers) that spanned
the depth of the reactor vessel and a system of six
depth discrete reactor pore water sampling ports.
Dissolved MTBE and TBA concentrations entering, leaving
and at six depth discrete ports within the bioreactor
were monitored regularly. Individual carbon samplers
were removed at strategic times and the cores were
segmented vertically to correspond to one of the six
pore water sampling depths. Samples from each core
segment were analyzed using 13C-DNA stable
isotope probing (SIP) and other microbiological tools to
quantify changes in the distribution of the
microorganisms responsible for MTBE and TBA
biodegradation. The SIP results identified the MTBE and
TBA degraders present in each core segment and while
measurements of total DNA indicated that the majority of
the microbial biomass was concentrated in the upper 40%
of the reactor. Shifts in the populations of MTBE- and
TBA-degraders and total biomass that corresponded to
shifts in the proportion of MTBE and TBA entering the
bioreactor were also identified.
Our new understanding of the changing nature and
distribution of the MTBE and TBA-degrading microbial
populations and total biomass within the bioreactor
suggests the need for several improvements to the design
and operation of similar Bio-GAC systems. These design
and operational improvements, which include bioreactor
geometry, influent flow mixing and contaminant loading
manipulation, are discussed with regard to their
potential to optimize effectiveness of Bio-GAC reactors
by enhancing the accumulation of MTBE- and TBA-degrading
biomass more evenly throughout the entire reactor.
Challenges Using Mass Flux at a Service Station
Ken Guttman,
P.E., Gannett Fleming, 4701 Mt Hope Drive, Suite A,
Baltimore, MD 21215, Tel: 410-585-1460, Email:
kguttman@gfnet.com
Mass flux estimates are useful to
predict potential impacts to potable wells.
A comprehensive transect of monitoring points
positioned perpendicular to groundwater flow is
required, along with reasonable estimates of specific
discharge (i.e. transect approach).
Alternatively, pump and treat system data can be
used to estimate mass flux rates assuming pumping wells
capture the plume between the source and potable well
receptor (i.e. pumping approach).
A basic overview of mass flux is
presented, followed by a case study and lessons learned.
With tentative approval from the regulator, mass
flux is being used as a performance metric to establish
onsite groundwater cleanup goals for MTBE at a service
station site in the mid Atlantic.
MTBE impact to a community supply well
downgradient from the site is driving the cleanup.
SVE in the suspected source area coupled with a
line of three pump and treat wells near the down
gradient property line comprise the source removal and
containment strategy, respectively.
Both methods of mass flux estimation were
employed.
(1) A simple spreadsheet tool was used to calculate mass
flux using the transect approach.
(2) MTBE influent concentrations and flow rates
were used to calculate mass flux using the pumping
approach.
Results were interesting and useful to some degree, but
several shortcomings prevented a robust and thorough
evaluation of the mass flux technique.
A review of lessons learned will be presented
including tips for understanding uncertainty when using
mass flux at future service station sites.
The Value of Compound Specific Stable Carbon and
Hydrogen Isotope Analysis of a
Long Island MTBE
Mega-Plume
J. E. Haas,
New York State Department of Law, 120 Broadway, New
York, NY, USA, Tel: 212-416-8481, Fax: 212-416-8446,
Email: joseph.haas@oag.state.ny.us
K. A.
Krajenke,
Environmental Assessment and Remediation,
225 Atlantic Avenue, Patchogue, NY,
USA, Tel: 631-447-6400,
Fax: 631-447-6497
D.A. Trego,
Environmental Assessment and Remediation,
225 Atlantic Avenue,
Patchogue,
NY,
USA, Tel:
631-447-6400, Fax: 631-447-6497
T.C. Schmidt,
University Duisburg-Essen, Chair of Instrumental
Analysis, Lotharstr. 1, MF 147, D-47057 Duisburg,
Germany,
Tel: +49,203 379-3311, Fax: +49,203 379-2108
N. M. Hart,
New York State Department of Environmental
Conservation, 50 Circle Rd., SUNY @ Stony Brook, Stony
Brook, NY 11790-3409, USA, Tel: 631-444-0325, Fax:
631-444-0328
The relative enrichment of the heavier stable isotopes
of both carbon and hydrogen within the remaining
undegraded fraction of a mass of an organic compound
which has undergone bio-degradation has been widely
documented. The quantification of biologically induced
enrichment of these heavier stable isotopes by Compound
Specific Isotope Analysis (CSIA) has gained credibility
as a tool to assess and or to quantify the role of
natural biodegradation at sites contaminated with fuel
oxygenates. Due to a combination of factors, including
cost and limited analysis availability, the application
of CSIA to the assessment of fuel oxygenate
biodegradation is frequently limited to determining the
ratio of 13C
/ 12C in the residual Methyl Tertiary
Butyl Ether (MTBE) (i.e. reporting δ13C in
the remaining undegraded MTBE) at a site. Although such
applications of CSIA can yield useful information
regarding the percentage of MTBE that has been degraded
at a site, they do not provide data indicative of the
degradation pathway that can be gained by combined MTBE
δ 2H and MTBE δ 13C
analysis.
The value of combined MTBE δ 2H and
MTBE δ
13C data in developing the
biodegradation component of a Conceptual Site Model
(CSM) for a MTBE plume is illustrated by three
successive applications of CSIA to a 1,372 meter long,
244 meter wide and 41 meter thick groundwater plume
containing 5,164 kg of dissolved MTBE. The distribution
of MTBE and Tertiary Butyl Alcohol (TBA) within the
plume was extensively monitored by a three dimensional
network consisting of 1617 concentration monitoring
points. Initially, 53 MTBE δ 13C
values were determined for samples taken from within the
MTBE plume over two sampling events. The initial MTBE
δ 13C data, along with the distribution
of MTBE, TBA and dissolved oxygen, failed to provide
sufficient understanding of the relationship between
biodegradation and the observed MTBE and TBA
distributions to support remedial treatment technology
selection and design. The third CSIA application
included combined MTBE δ 2H and MTBE
δ 13C values for 13 monitoring
locations. The combined MTBE δ 2H and
MTBE δ 13C data confirmed that
transformation of MTBE to TBA likely took place under
both anaerobic and aerobic conditions prevailing within
different portions of the plume. The data also helped
explained the 1:1 MTBE to TBA concentration ratio
observed in the anaerobic portion of the plume which
strongly influenced potential treatment designs. In
addition to providing the level of understanding of site
specific MTBE to TBA bio-transformation needed to
support remedial treatment technology selection and
design, the CSIA data provided the basis of new site
specific estimates of the MTBE anaerobic and aerobic
degradation rates that will influence the application of
the selected remedial technology.
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