Evaluation
of Various Technologies to Remediate a Complex Chlorinated
Solvent Source Area
Louis
J. Burkhardt,
Raytheon, 528 Boston Post Road, MS 1880, Sudbury, MA
01776; Tel:978-440-1855, Fax: 978-440-1800, Email: louis_j_burkhardt@raytheon.com
Ronald Slager, Raytheon, 528 Boston Post Road, MS 1880, Sudbury, MA 01776, Tel:
978-440-1862, Fax: 978-440-1800, Email: ronald_c_slager@raytheon.com
Michael R. Ravella, ERM, 399 Boylston St., 6th
Floor, Boston, MA 02116, Tel: 617-646-7808, Fax:
617-267-6447, Email: mike.ravella@erm.com
Rick Lewis, ERM, 399 Boylston St., 6th Floor, Boston, MA
02116, Tel: 617-646-7815, Fax: 617-267-6447, Email:
rick.lewis@erm.com
One
or more historical releases of 1,1,1-trichloroethane (TCA)
and trichloroethene (TCE) occurred at a site underlain by
heterogeneous glaciolacustrine sand and silt deposits.
Hydraulic conductivities range from 5.5x10-5
cm/s to 1.6x10-3 cm/s. The vertical distribution of hydraulic conductivity,
evaluated using a combination of cone penetrometer and
Waterloo Profiler borings, indicates a layered system,
consisting of silt over sand over silt. A series of
remedial pilot studies were conducted, including air
sparging and soil vapor extraction (AS/SVE), in situ
chemical oxidation (ISCO) using permanganate, and in situ
biological reductive dechlorination (BRD) using sodium
lactate. Results of these pilot studies indicated that
heterogeneous geologic conditions limited the efficacy of
AS/SVE. ISCO was effective at treating TCE within the
pilot area, but had little effect on TCA. A BRD pilot
study indicated that this technology was effective at
treating both TCA and TCE. Based on results of the BRD
pilot study, a full-scale BRD recirculation system has
been designed and installed, and will begin operation in
2006.
Influence
of Heterogeneity on Effectiveness of ISCO Treatment: Step
1
James
Ewart,
N.A. Water Systems, Airside Business Park, 250 Airside
Drive, Moon Township, PA 15108, Tel: 814-809-6719, Fax:
814-809-6711, Email: james.ewart@veoliawater.com
Philip T. Harte, U.S. Geological Survey, NH/VT Water
Science Center, 361 Commerce Way, Pembroke, NH 03275, Tel:
603-226-7813, Fax: 603-226-7894, Email: ptharte@usgs.gov
Richard Goehlert, U.S. Environmental Protection Agency,
Region 1, 1 Congress St., Suite 1100, Boston, MA
02114-2023, Email: Goehlert.Dick@epa.gov
Thomas Andrews, N.H. Department Of Environmental Services,
29 Hazen Drive, Concord, NH 03301, Email: t_andrews@des.state.nh.us
Insitu
chemical oxidation (ISCO) treatment can effectively
destroy chlorinated solvents, such as tetracholoroethylene
(PCE). Treatment effectiveness depends on the
distributions of nonaqueous and aqueous-phase masses,
stratigraphy, groundwater velocity, geochemistry, and
adequate reaction time.
ISCO
treatment was initiated in September 2003 at the Operable
Unit 1 (OU1) of the Savage Superfund site in Milford, NH.
The site has a large (0.5 mi2) volatile organic
compound (VOC; primarily PCE) plume. Remediation of OU1
began in 1998 by installing a slurry wall through
glaciofluvial deposits surrounding suspected source areas.
Among these sources is a former drain and pit area, now
targeted by a test well field (INEEL well field). The ISCO
treatment injected 8,500 pounds of permanganate in an
active flow scheme using two injection and two extraction
wells in the INEEL well field. The ISCO test was tracked
for reactants and reaction byproducts for over 1 year.
Estimated
amounts of PCE destroyed ranged from 5 to 300 times
preinjection aqueous-phase concentrations, indicating that
the bulk of the oxidized VOCs were in nonaqueous phases
prior to the injection. The higher rates were in areas of
low preinjection concentrations, indicating that
nonaqueous VOCs were probably more susceptible to
oxidation than those in areas of greater concentration.
Permanganate persisted more than 1 year in selected areas,
which helped suppress aqueous phase concentrations of VOCs.
A
primary factor affecting the persistence of permanganate
was convective mass transport. Extraction well pumping
induced transport along a northeasterly sloping basal
stratigraphic contact between a permeable coarse sand
layer and a less permeable basal till layer. This contact
had the highest initial dissolved VOC concentrations
suggesting a likely DNAPL source. Although, the DNAPL
position is affected by the contrasts in vertical
permeability between the coarse sand and basal till, the
permanganate transport is affected by the lateral
transport in the coarse sand layer.
Surfactant
Enhanced In Situ Chemical Oxidation
Daniel
W. Felten,
P.E., LSP, LEP, Environmental Compliance Services, Inc.,
588 Silver Street, Agawam MA 01001, Tel: 413-789-3530,
Fax: 413-789-2776, Email: dfelten@ecsconsult.com
Frederick W. Hostrop, Environmental Compliance Services,
Inc., 607 North Main Street, Suite
11, Wakefield MA 01880, Tel: 781-246-8897, Fax:
781-246-8950, Email: fhostrop@ecsconsult.com
Stephen LaRoche, Vice President, The Westford Chemical
Corporation®/BioSolve® Group, P.O. Box 798, Westford, MA
01886, Tel: 800-225-3909, Fax: 978-667-8773, Email:
slaroche@biosolve.com
In
situ chemical oxidation (ISCO) has been used for decades
for the remediation of residual dissolved phase
contamination, however, does not address adsorbed or
non-aqueous phase (NAPL) source area which exists at many
sites. Specialized
surfactants have become increasingly popular for enhanced
recovery of petroleum and chlorinated hydrocarbons.
Successful, cost-effective application of ISCO
requires solubilization of the contaminants, as ISCO takes
place in the aqueous phase.
The application of specialized surfactants can
significantly enhance ISCO by solubilizing and increasing
the bioavailability of adsorbed phase NAPL to allow the
ISCO (and residual bioremediation) processes to proceed
with optimal effectiveness.
Several case studies will be presented which
demonstrate how remediation costs and timeframes can be
significantly reduced using surfactants and in situ
chemical oxidation. The
interaction of geology, contaminant fate and transport,
surfactant and ISCO chemistry, and economics will be
discussed.
Principles
and Practices with a Novel Chemical Oxidation System:
RegenOx™
Robert
Kelley,
Regenesis, 4813 Hyacinth Court, Plainfield, IL
60544, Tel: 815-230-3516, Fax: 815-230-3517, Email:
bkelley@regenesis.com
RegenOx™
is a proprietary (patent-applied-for) in
situ chemical oxidation process using a solid oxidant
complex (sodium percarbonate/catalytic formulation) and an
activator complex (a composition of ferrous salt embedded
in a micro-scale catalyst gel).
With its highly active catalytic system, RegenOx is
capable of treating a broad range of soil and groundwater
contaminants including both petroleum hydrocarbons and
chlorinated solvents. RegenOx uses a basic
oxidizer complex and thus generates alkaline
conditions (high pH) and does not rely on operating under
the acidic conditions (low pH) that are required when
using standard catalyzed hydrogen peroxide (Fenton’s
chemistry). RegenOx
is safe and easy to apply to the contaminated subsurface
without the health and safety concerns and lingering
environmental issues that have become associated with
other chemical oxidation technologies. RegenOx has been
applied at over 50 sites for both chlorinated and
petroleum-based contaminants.
Several successful applications are now complete.
The
case studies to be presented are from sites exhibiting
varying lithologies, using different application methods
(such as direct push injection, in-situ and ex-situ soil
mixing) and within different regulatory environments.
Treatment results from sites containing a variety
of contaminants will be presented, including a site with a
mixed chlorinated solvent and petroleum hydrocarbon plume.
Initial contaminant concentrations ranged from
20-80 mg/L for the primary contaminants of concern.
After the first injection round, BTEX
concentrations decreased by 50-66% and chlorinated
solvents decreased by 63-90%.
The presentation will include a discussion on
evaluating the principles of design, practical lessons
learned, and life-cycle costs for chemical oxidation with
RegenOx. The
discussion will also evaluate various methods available to
perform on-site feasibility tests and bench tests which
can be utilized to evaluate the potential effectiveness of
in-situ chemical oxidation.
Case
Studies: Gasoline
and Fuel Oil Remediation Using Biologically Enhanced
Chemical Oxidation
Lawrence
H. Lessard,
PG, LSP, LEP, Lessard Environmental, Inc., 30B Cherry Hill
Drive, Danvers, MA 01923, Tel: 978-777-2300, Fax:
978-777-4355, Email: llessard@lessard-environmental.com
Christopher D. Glod, PG, LSP, Lessard Environmental, Inc.,
1920 Mineral Spring Avenue, Suite 9/10, North Providence,
RI, 02904, Tel: 401-353-7066, Fax: 401-353-7067, Email: cglod@lessard-environmental.com
Melanie A. Head, Ph.D., Lessard Environmental, Inc., 30B
Cherry Hill Drive, Danvers, MA 01923, Tel: 978-777-2300,
Fax: 978-777-4355, Email: mhead@lessard-environmental.com
Chemical
oxidation is transitioning from an innovative technology
to a common remediation technique for cleanup of
hydrocarbon impacted soils and groundwater. Concerns
regarding the implementation of chemical oxidation include
safety during application and disruption of natural
contaminant attenuation. These concerns stem from the
exothermic nature of the oxidation process and sterilizing
effects of the oxidants on soil microorganisms. The extent
of contamination can, in theory, increase substantially in
the absence of natural attenuation. Close examination of
the oxidation reactions has brought about modifications
that increase safety and dramatically stimulate aerobic
microbial activity resulting in integrated chemical
oxidation and bioremediation and subsequent enhanced
natural attenuation.
Lessard
Environmental, Inc. has developed a process called
Biologically Enhanced Chemical Oxidation (BECO, US Patent
6,923,596) which integrates chemical oxidation and
bioremediation as a concurrent and co-located process.
Implementation of BECO is both temporally flexible and
spatially scaleable.
The process integrates the oxidation and
bioremediation by increasing subsurface temperature,
available oxygen and nutrients and by modifying
contaminant distribution during remedial additive
applications.
Case
studies demonstrating the effectiveness of BECO will be
presented for gasoline and fuel oil treatment.
Remediation progresses as an integrated couplet of
remedial additive applications and biological activity.
The stimulated microbial activity reduces the total
quantity of oxidant and number of applications required
for remediation with oxidant alone. Heterotrophic plate
counts during the remediation projects typically increased
from baseline concentrations of 102 to 103
CFU/mL to concentrations of 105 to 107
CFU/mL following BECO application events.
Biologically
Enhanced Chemical Oxidation transitions to natural
attenuation seamlessly. The close integration of the
chemical oxidation and biological action precludes field
efforts to establish the proportionate effects of each
process separately.
The presented case studies will demonstrate the
effectiveness of BECO in reducing fuel oil and gasoline
associated hydrocarbons in full scale applications.
ISCO
with Ozone - A Primer on Basic Requirements
Joseph
Mendez, Piper Environmental Group, Inc. 11600 California
Street Castroville, CA 95012, Tel:
831-632-2700, Fax: 831-632-2701, Email: joem@peg-inc.com
The
presentation addresses basic requirements for the design,
safety and operation of ozone systems used in in-situ
chemical oxidation remediation projects. It is intended
for persons that are in the early stages of learning about
ozone as an ISCO agent. The essay provides information on
ozone generators, oxygen generators, air filters, dryers
and compressors, ambient and process monitoring equipment,
gas distribution, ozone pressure boosting, methods of
injection, sizing, materials of construction, safety and
maintenance. It also presents some general cost guidelines
for these systems.
The
presentation provides information on two major topics: the
generation of ozone and in-situ ozone treatment systems.
Ozone
generation
This
section offers information on ozone generation, systems
and safety. First, it addresses different components of an
ozone system and discusses them in detail. Secondly, it
reviews basic safety and regulatory requirements for the
installation and operation of ozone generators.
In-situ
ozone treatment
This
section provides information on the design and sizing of
in-situ ozone treatment systems. In particular, this
section discusses air vs. oxygen as feedstock gas, water
vs. air-cooling, ozone gas distribution, materials of
construction, air and ozone mixing, ozone gas pressure
boosting, ozone gas monitoring equipment, dissolved ozone
vs. ORP, sparging methods, pitfalls to watch and cost
guidelines.
Comparison
of Several Advanced Oxidation Processes for Reactive Dyes
Photodegradation
Igor
Peternel,
BSc., University of Zagreb, Faculty of Chemical
Engineering and Technology, Department of Polymer
Engineering and Organic Chemical Technology, Marulićev
trg 19, HR-10000 Zagreb, Croatia, Tel: +385 1 4597 124,
Fax: +385 1 4597 143, Email: peternel@fkit.hr
Sanja
Papic, PhD, University of Zagreb, Faculty of Chemical
Engineering and Technology, Department of Polymer
Engineering and Organic Chemical Technology, Marulićev
trg 19, HR-10000 Zagreb, Croatia, Tel: +385 1 4597 124,
Fax: +385 1 4597 143, Email:
spapic@fkit.hr
Natalija Koprivanac, PhD, University of Zagreb, Faculty of
Chemical Engineering and Technology, Department of Polymer
Engineering and Organic Chemical Technology, Marulićev
trg 19, HR-10000 Zagreb, Croatia, Tel: +385 1 4597 124,
Fax: +385 1 4597 143, Email:
nkopri@fkit.hr
Chemical
treatment such as Advanced Oxidation Processes (AOPs) seem
to be very useful for treating wastewaters containing
organic dyes [1,2]. AOPs are defined as the processes that
involve highly reactive species, particularly hydroxyl
radicals in sufficient quantities to oxidize the majority
of complex organic chemicals in the water effluents [3].
Hydroxyl radicals are the most important oxidants due to
their high reactivity and unselectively towards organic
compounds. UV based AOPs as well as photocatalysis systems
such as combination of a semiconductor (TiO2,
ZnO, etc.) with UV irradiation, are widely used to
decompose organic pollutants in industrial wastewater and
groundwater[4].
Solid particles, synthetic zeolites (HY,
NH4ZSM5) used in this study are micro porous crystalline materials with
well-defined structures and with strong ability to act as
catalysts for chemical reactions which take place within
the internal cavities
The aim of
this study was to investigate application of UV/H2O2/O3,
UV/Fenton and UV/TiO2 processes for the
degradation and mineralization of reactive azo dye C.I.
Reactive Red 45. The primary objective was to determine
the optimal condition for each process. Influence of
zeolites (HY, NH4ZSM5) on the process
efficiency was also investigated.
Total
process efficiency was estimated on the basis of total
organic carbon (TOC) and spectrophotometric (UV/VIS)
measurements. Partial
mineralization extents obtained after a one-hour
treatment followed the increasing order: UV/TiO2
< UV/H2O2/O3 <UV/Fenton
while complete mineralization was obtained by . UV/H2O2/O3
and UV/Fenton processes.
References
[1]
M.Neamtu, A.Yediler, I.Siminiceanu, M.Macoveanu, A.Kettrup,
Dyes and Pigm.(2004)
[2] N.Koprivanac, H.Kusic, D.Vujevic, I.Peternel,
B.R.Locke, J. Hazard. Mater.(2005)
[3] R.Gogate, B.Pandit, Advan. Environ. Res. (2004)
[4] F. J. Beltran, J. M Encinar,. J. F. Gonzalez, Water
Res.(1997)
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