Pathways
of Congener-Specific PCB Dechlorination by Palladized
Magnesium
Emese Hadnagy, University of New Hampshire,
Durham, NH
Dechlorination
of Persistent Organic Pollutants with Palladized
Magnesium: Dioxins and PCNs
Linda Rauch, University of New Hampshire,
Durham, NH
Developments
in Bioremediation of Soils and Sediments Polluted with
Metals and
Radionuclides:
2. Field research on Bioremediation of Metals and
Radionuclides
Henry H. Tabak, US EPA, Cincinnati, OH
Innovative
Systems for Dredging, Dewatering or for In-Situ Capping of
Contaminated Sediments
Jerry Darlington, CETCO, Arlington Heights,
IL
Scaling
Contaminant Distributions and Contaminant Processes in
Sediments
Peter Adriaens, The University of Michigan, Ann Arbor,
MI
Issues
of Biostimulation, Bioaugmentation and Bioavailability in
the Remediation of a Coal Tar Soil
Joseph Pignatello, Connecticut Agricultural Experiment
Station, New Haven, CT
Entombment
of Pure-Phase Tar Impacted Sediment in New Bedford Harbor:
A Case Study
Timothy Condon, Lightship Engineering, LLC,
Plymouth, MA
Pathways
of Congener-Specific PCB Dechlorination by Palladized
Magnesium
Emese Hadnagy, University of New Hampshire, 35
Colovos Rd., Durham, NH, 03824, Tel: 603-862-1197, Fax:
603-862-3957, Email: ehadnagy@unh.edu
Kevin H. Gardner, Ph.D., P.E., University of New
Hampshire, 35 Colovos Rd., Durham, NH, 03824, Tel:
603-862-4334, Fax: 603-862-3957, Email:
kevin.gardner@unh.edu
Jean C. Spear, University of New Hampshire, 35 Colovos
Rd., Durham, NH, 03824, Tel: 603-862-1445, Fax:
603-862-3957, Email: jeannie.spear@unh.edu
Irina Calante, University of New Hampshire, 35 Colovos
Rd., Durham, NH, 03824, Tel: 603-862-1197, Fax:
603-862-3957, Email: icalante@unh.edu
PCB contamination in sediments remains a significant problem
in many rivers, harbors, and estuarine areas in the US and
around the world, and continues to provide PCBs to the
food chain despite the long ban on PCB manufacture and
use. In this work, rapid degradation of single PCB
congeners (BZ 3, 170 and 197) by palladium-coated
magnesium (Mg/Pd, 99.9%/0.1% by weight) has been
demonstrated in pure solvent systems (10% methanol in
distilled water). More than 90% of the initial PCB was
removed in 10 to 25 minutes. No degradation byproduct was
observed in these experiments. The behavior of biphenyl,
the expected degradation byproduct, was also investigated
in the same pure solvent system. Rapid removal of biphenyl
was observed in these studies (97% removal in 10 minutes).
It was hypothesized that biphenyl was volatilized or
adsorbed to the Mg/Pd surface. The
last two hypotheses are currently under investigation and
recent work on closing the mass balance will be presented.
Understanding the fundamentals of the dechlorination pathways
of single PCB congeners, including the relative resistance
of positional isomers towards degradation, is essential to
be able to better predict treatment efficiencies in more
complex sediment systems. Preliminary experiments in
PCB-contaminated sediments from the Housatonic River, New
Bedford Harbor, and Hunter’s Point indicate that there
is PCB mass reduction occurring by Mg/Pd at a slower rate,
over a period of a few days. Contaminant
degradation by Mg/Pd is a potential promising technology
that could effectively remediate PCB-contaminated sediment
to very low levels with an in-situ process.
Dechlorination
of Persistent Organic Pollutants with Palladized
Magnesium: Dioxins and PCNs
L. Rauch, University of New Hampshire, Gregg Hall Rm. 330, 35
Colovos Rd., Durham, NH, 03824, Tel: 603-862-1197, Fax:
603-862-3957, Email: linda.rauch@unh.edu
J.C. Spear, University of New Hampshire, Gregg Hall Rm.
222, 35 Colovos Rd., Durham, NH, 03824, Tel: 603-862-1445,
Fax: 603-862-3957, Email: jeannie.spear@unh.edu
K.H. Gardner, University of New Hampshire, Gregg Hall Rm.
336, 35 Colovos Rd., Durham, NH, 03824, Tel: 603-862-2206,
Fax: 603-862-3957, Email: kevin.gardner@unh.edu
A significant issue in the field of contaminated sediments is
the presence of contamination with persistent organic
pollutants (POPs) such as polychlorinated biphenyls
(PCBs), polychlorinated dibenzo-p-dioxins (PCDDs or
Dioxins), polychlorinated dibenzofurans (PCDFs), and
polychlorinated naphthalenes (PCNs).
These contaminants pose a serious public health
concern as a result of their highly toxic nature.
POPs are ubiquitous in the environment on a global
scale and have been shown to bioaccumulate in animals.
A great deal of work has been undertaken by researchers
studying and developing treatment approaches for PCBs.
To date, a lesser degree of effort has focused on
some of the other POPs such as Dioxins or PCNs.
In particular, PCNs continue to be a little studied
group of environmental toxins.
Yet these compounds have been found to be equal if
not more significant contributors than PCBs to toxicity
levels at certain contaminated sites.
Previous work at UNH has shown that PCBs can be successfully
dechlorinated by reaction with palladized magnesium. This presentation will focus on recent work investigating the
reactivity of palladized magnesium with Dioxins and PCNs
in pure solutions as well as in contaminated sediments
from the Passaic River.
Developments
in Bioremediation of Soils and Sediments Polluted with
Metals and Radionuclides:
2. Field research on Bioremediation of Metals and
Radionuclides
Henry H. Tabak, US EPA, ORD, Environmental Research
Center, National Risk Management Research Laboratory, Land
Remediation and Pollution Control Division, Cincinnati, OH
45268, Tel: 513-569-7681, Fax: 513-569-7105, Email: tabak.henry@epa.gov
Terry C. Hazen, Lawrence Berkeley National
Laboratory, Virtual Institute for Microbial Stress and
Survival, Earth Sciences Division, Ecology Dept. Berkeley,
CA, Tel: 510-486-6223, Fax: 510-486-7152, Email: tchazen@lbl.gov
The last 15 years have seen an increase in the types of
contaminants to which bioremediation is being applied,
including solvents, PAHs and PCBs.
Now, microbial processes are beginning to be used
in the cleanup of radioactive and metallic contaminants of
soils and sediments.
Microorganisms can interact with these contaminants
and transform them from one chemical form to another by
changing their oxidation state through the addition of
(reduction) or moving (oxidation) of electrons.
In some bioremediation strategies, the solubility
of the transformed metal or radionuclide increases, thus
increasing the mobility of these contaminants and allowing
them to more easily be flushed out from the environment.
In other strategies, the transformed metal or radionuclide
may precipitate out of the solution, leading to
immobilization. Both kinds of transformations present
opportunities for bioremediatioin of metals and
radionuclides in the environments - either to immobilize
or to accelerate their removal. Metal contamination of
soils and sediments is especially problematic because of
the strong adsorption of many metals to their particles.
Due to the difficulty of desorbing metal
contaminants, some traditional remediation methods, simply
immobilize metals in contaminated soils, by the addition
of cement or chemical fixatives, by capping with asphalt,
or by in-situ vitrification.
Alternatively, soils are often isolated by
excavation and confinement in hazardous waste facilities.
Although rapid in effect, both of these options are
expensive and destroy soil’s future productivity. The
success of soil washing and pump-and-treat technologies to
remove metals is severely limited by the slow desorption
kinetics of adsorbed metals, with the result that
additional additives (acids, chelates and reductants) are
often used to promote metal transfer to the aqueous phase.
These agents improve cost effectiveness but may introduce
further harmful chemicals.
A primary strategy of bioremediation is the use of similar
metal-immobilizing agents in conjunction with soil
washing, with advantage that they pose no known
environmental threat themselves. Biopolymers have been
discovered that bind metals with high affinity and travel
relatively unimpeded through porous medium.
Certain microorganisms transform strongly-adsorbing
metal species into more soluble forms and plants are being
recruited that act as self-contained pump-and-treat
systems. Other
methods employ enzymatic activities to transform metal
species into volatile, less toxic or insoluble forms.
Techniques for soil bioremediation are usually designed to
be used in-situ, lowering costs; they avoid the use of
toxic chemicals, and in nearly all cases, the soil
structure and potential for productivity are preserved.
The first review paper, presented at the AEHS 2005 West Coast
Conference provided a detailed information on the
metal-microbe interactions and the application of these
interactions for bioremediation of the metal contaminated
soils and sediments. The paper described:
(1) microbial processes effecting bioremediation of
metals and radionuclides and influencing their toxicity
and transport (metal biotransformation, metal biosorption,
metal bioaccumulation and biomineralization via
microbially-generated ligands - degradation and synthesis
of organic ligands of toxic heavy metals); and (2)
microbial mechanisms involved in bioremediation of metal
and radionuclide contaminated soils and sediments (dissimilatory
metal reduction, microbial metabolism of iron bacteria,
microbial metal leaching, microbial polymers and their use
in bioremediation of metal contamination and microbial
metal volatilization).
This paper will provide a review of published research on
field studies on bioremediation of metal and radionuclide
contaminated soils and sediments.
The paper will
(1) cite examples of field research and cases of
field in-situ bioremediation of metal and radionuclide
contaminated soils and sediments; (2) discuss the role of
phytoremediation in the treatment of metal and
radionuclide contaminated soils; and (3) provide
information on the use and field-scale application of
surfactants in the treatment of metal and radionuclide
pollution of soils and sediments. The following metal-microbe interactions that impact
bioremediation of metal contamination in soils and that
can be applied to field-scale biotreatment will be
discussed:
(1) biotransformation (bioreduction and biooxidation); (2)
bioaccumulation and biososrption; (3) biodegradation of
chelators; (4) biosurfactants and biologically-assisted
soil washing; (5) volatilization; and (6) biotreatment
trains and natural attenuation. The paper will also
discuss research on the treatment of metal contaminated
soils, wetlands and mine areas with the use of biosolids,
by providing information on (1) in-situ soil treatments to
reduce phyto- and bioavailability of metals and (2) the
use of biosolids to restore metal contaminated mining
areas impacted by metal tailings.
Innovative
Systems for Dredging, Dewatering or for In-situ Capping of
Contaminated Sediments
James T. Olsta, Technical Manager, CETCO, 1500 West Shure
Drive, Arlington Heights, IL 60004, Tel: 847-392-5600,
Email: jim.olsta@cetco.com
Jerry Darlington, Technical Director, CETCO, 1350
West Shure Drive, Arlington Heights, IL 60004, Tel:
847-818-7214, Email:jerry.darlington@cetco.com
Objectives
The environmental remediation community is seeking innovative
ways to conduct remediation of contaminated sediments.
Challenge
Traditional dredging practices create challenges in
dewatering, finding suitable disposal facilities, as well
as, public concern over resuspension of contaminants.
In-situ capping (either in place of dredging or for
capping residual contaminants) can be limited by concerns
regarding navigation, uniform cap placement, biointrusion
and geotechnical stability.
Solution
Innovative dewatering, solidification and stabilization
practices, can be provided to improve the economics of
dredging. A potential solution for many in-situ capping
concerns is the use of a reactive material cap.
A reactive material cap could greatly reduce the
thickness required for the cap compared to conventional
sand caps. Various
reactive materials (e.g., activated carbon, organoclay,
zero valent iron) are used for wastewater and groundwater
treatment and may be applicable to in-situ capping.
Activated carbon and organoclay effectively adsorb
many organics. Zero-valent
iron reduces organic solvents into less toxic byproducts.
There are several systems that could be used for in-situ
capping with reactive materials.
One is a reactive material filled geotextile mat.
A reactive material mat would have several
advantages over loose placement of reactive materials,
including:
·
uniform and verifiable mass per area placement of reactive or
absorptive material,
·
ability to mix reactive or absorptive materials in defined
proportions,
·
geotextiles provide separation of the reactive material from
the contaminated sediment and cover material,
·
geotextiles provide a barrier to biointrusion,
·
multiaxial strength of the geotextiles provides resistance to
uplift and differential settlement,
·
and geosynthetic reinforcement provides stability on sloped
areas.
Another reactive material system include utilization as of
organoclay as a permeable reactive barrier in either a
horizontal or vertical configuration to utilize the
significant hydrocarbon adsorption capacity.
Results
At the Anacostia River Demonstration Project a coke-filled
geotextile mat was successfully constructed and deployed.
A barge with crane was used to deploy the material.
Other deployment methods have also been used for
geosynthetics from shoreline and would be applicable to a
reactive material mat.
Scaling
Contaminant Distributions and Contaminant Processes in
Sediments
Peter Adriaens, Civil and Environmental
Engineering, University of Michigan, 1351 Beal Ave, Ann
Arbor, MI 48109-2125, Tel.
734-763-8032; Fax 734-763-2275; Email adriaens@umich.edu
Meng-Ying Li, Civil and Environmental Engineering,
University of Michigan, 1351 Beal Ave, Ann Arbor, MI
48109-2125, Tel. 734-763-1464;
Fax 734-763-2275; Email mengyl@umich.edu
Sediment site managers are often confronted with decisions on
sampling density to properly capture spatial variability
for site characterization, and with decisions regarding
the scale of new technology demonstrations to enable
efficacy assessment.
Reliable characterization of the spatial
distribution of sediment site attributes, such as
contaminant concentrations, the impact of microbial
activity on contaminants, and microbial characteristics
depends on how well sampled values represent all values
throughout the entire site. Whereas geostatistical tools
have been developed to interpolate the attribute values in
space, these do not explicitly take into account the
uncertainties associated with the various scales (field
cores, columns, or microcosms) at which the data have been
collected. A recently developed statistical model
(M-Scale) takes into account multiple scales and multiple
resolutions to optimize the reliability of sampled data.
The model not only serves as a tool to evaluate parameter
relationships over different scales by their covariances
and data uncertainty, but also makes further use of these
covariances and data uncertainty as basis for a
precision-optimized estimator. These estimators can then
be used to scale laboratory information to the field, and
conversely, to use field-derived data for
uncertainty-based decision-making for technology
demonstrations. Information from each scale will be
weighted by the projected similarity to the scales of
interest, with adjustments considering the different
precision they provide. Unlike conventional geostatistic
tools that are based on the point-to-point spatial
structures, the multi-scale model introduces a new
framework for spatial analysis in which regional values at
different scales are anchored by the correlations of each
other. Examples will be presented using dioxin distributions, the
impact of microbial dechlorination activity on the
patterns observed, and microbial abundance interpolations.
Issues
of Biostimulation, Bioaugmentation and Bioavailability in
the Remediation of PAHs in a Coal Tar Soil
Joseph J. Pignatello, Department of Soil and Water,
Connecticut Agricultural Experiment Station, 123
Huntington St., New Haven, CT 06504-1106, Email: joseph.pignatello@po.state.ct.us
This presentation will include the
results of a lab-scale study of enhanced bioremediation of
polycyclic aromatic hydrocarbons (PAHs) in soil from a
manufactured gas plant (MGP) site in Connecticut, as well
as some results of peripheral studies on sorption
reversibility in other soil-contaminant systems.
Biodegradation and desorption experiments on the MGP soil
were conducted in well-mixed aerobic suspensions
containing various additives over a 93-106 day period.
Both biotransformation and desorption decreased
with PAH ring size, becoming negligible for the six-ring
PAHs. Biodegradation
by native organisms was strongly accelerated by addition
of inorganic nutrients (N, P, K, and trace metals).
No further rate enhancement occurred by addition of
a site-derived bacterial enrichment culture even though it
boosted by ~100-fold the aromatic dioxygenase levels; nor
by the addition of chelating
agents (citrate or pyrophosphate) even though they were
previously found to enhance desorption in killed controls.
The strong ability of nutrients to stimulate
degradation of the bioavailable PAHs by native cells
indicates that their persistence for many decades at this
site (and possibly others) is likely due to
nutrient-limited natural biodegradation. It also suggests
that an effective strategy for their bioremediation could
consist simply of adding inorganic nutrients.
Rates of biotransformation of PAHs
by biostimulated native organisms outpaced their maximal
rates of desorption in sterilized flasks which contained
desorption-enhancing chelating agents and an infinite sink
polymer adsorbent, Tenax. This indicates that indigenous
organisms facilitated desorption. This result contradicts
other recent studies including our own which show
correlations between physical and micro-biological
availabilities of a given compound.
Despite the promising results obtained for this MGP soil, a
minor fraction of each PAH, in intact form, remains
recalcitrant to biodegradation. Recent work in our group
on other soil-chemical systems has shown that organic
compounds cause swelling and shrinking of natural organic
matter during sorption and desorption. The act of
desorption can lead to collapse of pore walls surrounding
remaining sorbed molecules, leading to their physical
immobilization.
Entombment
of Pure-Phase Tar Impacted Sediment in New Bedford Harbor:
A Case Study
Timothy Condon, P.E., LSP, Lightship Engineering,
LLC, 36 Cordage Park Circle, Suite 312, Plymouth,
Massachusetts, 02360, Tel: 508-830-3344, Fax:
508-830-3360, Email: tfcondon@LightshipEngineering.com
Michael J. Pierdinock, LSP, CHMM, Lightship Engineering,
LLC, 36 Cordage Park Circle, Suite 312, Plymouth,
Massachusetts, 02360, Tel: 508-830-3344, Fax:
508-830-3360, Email: mjpierdinock@LightshipEngineering.com
This case study involves the assessment and entombment of 10
feet of pure-phase tar currently impacting marine
sediments associated with a Manufactured Gas Plant and Tar
Processing Facility (“MGP”) in Massachusetts.
Lightship Engineering personnel was selected to
assess the nature and extent of tar and MGP residuals,
conduct hydrogeologic modeling, complete human health and
Stage I and II environmental risk characterizations,
develop strategies for achieving regulatory closure and,
design and implement the selected remedial alternative.
Alternatives to remediate the pure-phase tar in the boat slip
included: capping; entombment; dredging; and
solidification. Detailed
cost and engineering evaluations were conducted to assess
the technologic and economic feasibility of each option.
Based upon the detailed evaluation, entombment
using the Waterloo Barrier® system was
selected as the best remedial option.
The project team has completed the design of the
Waterloo Barrier® system and will complete
installation in the Spring/Summer of 2005.
The Waterloo Barrier® sheet piling will
minimize the potential for water to migrate into or out of
the boat slip. With
the Waterloo Barrier® in place, boat slip will
be filled to grade. A
storm water collection system including a geotextile
liner, and off-gas collection system including carbon
treatment, will be installed within the filled boat slip.
Top
|