mercury cleanup through the use of electrochemical remediation technologies
DESCRIPTION
MERCURY CLEANUP THROUGH THE USE OF ELECTROCHEMICAL REMEDIATION TECHNOLOGIES. Expertise in Geology, Engineering and Environmental Science. Weiss Associates P2-Soil Remediation, Inc. Electro Petroleum Inc. presentation at “Breaking the Mercury Cycle” Conference Boston, Massachusetts - PowerPoint PPT PresentationTRANSCRIPT
Weiss AssociatesP2-Soil Remediation, Inc.
Electro Petroleum Inc.
presentation at
“Breaking the Mercury Cycle” ConferenceBoston, Massachusetts
May 1–3, 2002
prepared by
Falk Doering, Ph.D., & Niels Doering—P2 Soil Remediation, Inc.Joe L. Iovenitti, Donald J. Hill, Ph.D., & William A. McIlvride—
Weiss AssociatesJ. Kenneth Wittle—ElectroPetroleum, Inc.
Weiss Associates is skilled and experienced in areas essential to Environmental Industry geoscience problem solving. Staff membersinclude geologists; hydrogeologists; civil, environmental, chemical and mechanical engineers; environmental scientists; regulatory specialists and technicians.
We recognize that each individual'sintelligence, creativity and perseverance are essential ingredients to create a superiorwork product. These individual human traits are cultivatedand encouraged at WA.
WA's staff uses the most advanced field equipment, techniques and computer technology. Quality is maintained through communication with staff and careful recruiting, training and supervision. The result is work that consistently satisfies or exceeds the require-ments of our clients and local, state and federal regulators.
Expertise in Geology, Engineering and Environmental Science
At Weiss Associates,outstanding
people produce outstanding
results.
For additional information, please contact Joe L. IovenittiTelephone (510) 450-6141 Fax (510) 547-5043 e-mail [email protected]
MERCURY CLEANUP THROUGH THE USE OF
ELECTROCHEMICAL REMEDIATION TECHNOLOGIES
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© Weiss Associates, 2002. Reproduction or transmittal in any form or by any means, with prior written permission only. Page 2
DIRECT CURRENT TECHNOLOGIES
Direct Current Technologies (DCTs)
Electro-Kinetic Aided Remediation (EKAR)
Carbon Dioxide Vacuum Stripping Wells with Electrolytic Destruction
(CVS-II)
Induced Complexation(IC)
Geotechnical Applications
ElectroKinetics
ElectroChemicalGeoOxidation (ECGO)
ElectroChemical Remediation
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INDUCED REDOX REACTIONS How Do They Occur?
Electrodes are placed in the sediment where a low voltage and low amperage coupled DC/AC field is imposed
An Induced Polarization (IP) field is created the soil acts as a capacitor, discharging and charging
electricity electrical discharge cycle causes reduction electrical charging cycle causes oxidation
REDOX reactions occur at a high frequency throughout the matrix
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INDUCED REDOX REACTIONS Where Do They Occur?
In the soil under Ex-Situ or In-Situ conditionsReactions take longer in gravel than fine sand, fine sand
takes longer than clay Reaction rate is inversely proportional to grain size
At the Pore ScaleTheory = Reactions occur at any and all interfaces within
the soil-water-contaminant system
No pumping or addition of chemicals required during ECRTs-ECGO or ECRTs-IC.
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ELECTRICAL ENERGY INPUT
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ECRTs—ECGO ELECTRICAL DISCHARGES
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Soil Particle or Colloid
Sorbed water molecule
Hydrated Anion
Capacitor Structure
Outer Helmholtz Plane
Inner Helmholtz Plane
Diffuse layer
Hygroscopic Water— serves as a dielectric
A zone of redox reaction
Hydrated Cation
REDOX reactions occur at any and all interfaces and are believed to result from electrolysis of water.
ECRTs PORE SCALE REDOX MODEL
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Water TDS: ~ 3.5 g/l mainly sodium chloride
Main Pollutants: Elemental and methyl Hg
Electrodes: Steel pipes 192 mm OD, each 8 m long
Power input: 5.6 kW
Sediment: silts
UNION CANAL, SCOTLAND
Initial Average Total Hg Concentration: 243 mg\kg
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UNION CANAL, SCOTLAND
220 m3
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Results (all figures in mg Hg/kg dm)
Hg
0100200300400500600700800900
0 2 4 6 8 10 12 14 16 18 20 22 24 26days
[mg/
kg d
.m.]
T1 anode
T6 anode
T3 middle
T5 middle
T2 cathode
T4 cathode
outside
UNION CANAL, SCOTLAND
After 26 days of remediation 168 lbs of mostly mercury was deposited on both electrodes
Post-remediation average total Hg Concentration = 6 mg/kg; cleanup objective was 20 mg/kg
Sample Location Remediation Time (days)1 12 26
T1 anode 33 204 11T6 anode 218 417 9T3 middle 102 36 11T5 middle 282 48 6T2 cathode 98 45 4T4 cathode 156 9 0.7Outside 809 73 4Average Concentration 243 119 6.5
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MONTLUÇON, FRANCE 350 T of Sewage Treatment
Plant Sludge Contaminated with Hg from Dental Amalgams
Pretreatment Hg Concentration = 15 mg\kg to 54 mg/kg; Cleanup Level = 5 mg/kg
Ex-Situ Treatment with 2.3 kW Power Input over 7 Days; Total Project Electrical Cost ~$40 @ $0.10 \ kW-hr
Final Hg concentrations = 0.02 to 0.35 mg/kg, Significantly Below the Cleanup Level
.
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Y-12 PLANT, OAK RIDGE ECRTs Mercury Remediation Laboratory Test
Soil box: 90 cm x 50 cm x 45 cm with 150 L of saturated (fresh water) Y-12 contaminated clay loam
Plate electrodes: 80 cm x 32 cm
Initial Hg concentration: 252 mg/kg
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Y-12 PLANT, OAK RIDGE
Typically ECRTs Can Not Be Tested in the Laboratory Due to the Electrical System Resistance
Y-12 Plant Soil Contains 12,000 mg\kg Iron Making It Highly Electrically Conductive Allowing the ECRTs-IC Phenomena to Occur
Evidence for the ECRTs-IC Phenomena Is Indicated by the Migration of Mercury to the Anode which Can Only Occur Through the Formation of Negative Hg Complexes Hg concentration increase is >100% at anode Hg concentration decrease is 60% at cathode
ECRTs Laboratory Test
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Y-12 PLANT, OAK RIDGE
Sampling the Test Array
Sampling after 81, 450, and 741 hrs of operation at sites between anode and cathode electrodes
Sampling Locations at the Anode Face, Quarter Point, Mid-Point, Three Quarter Point, and Cathode Face
Approximate Plate Electrode Positions
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Y-12 PLANT, OAK RIDGE TEST DATAECRTs Laboratory Test—Change in Total Mercury Concentration
0
100
200
300
400
500
600
Anode Face Quarter Point Mid-Point Three-Quarter Point Cathode Face
Sampling Location between Anode and Cathode Electrodes
Tot
al M
ercu
ry C
once
ntra
tion
(mg/
kg)
Pre-Test Concentration
After 81 hr of Operation
After 450 hr of Operation
After 741 hr of Operation
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ECRTs Laboratory Test—Percent Change in Mercury Concentration Based on Aqua Regia Leach Test
-80%
-40%
0%
40%
80%
120%
Anode Face Quarter Point Mid-Point Three-Quarter Point Cathode Face
Sampling Locations between Anode and Cathode Electrodes
% C
hang
e
Baseline
After 81 hrs of Operation
After 450 hrs of Operation
After 741 hrs of Operation
Y-12 PLANT, OAK RIDGE TEST DATA
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Y-12 PLANT, OAK RIDGE TEST DATAECRTs Laboratory Test—TCLP Data
0
200
400
600
800
1000
1200
1400
Anode Face Quarter Point Mid-Point Three-Quarter Point Cathode Face
Sampling Locations between Anode and Cathode Electrodes
TC
LP
Lea
chat
e C
once
ntra
tion
(mg/
L) Pre-Test Concentration
After 741 hr of Operation
Clean-Up Target
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Y-12 PLANT, OAK RIDGE
Hg Contaminated Soils Saturated with Fresh Water Were Successfully Treated to below the DOE Site Imposed TCLP Cleanup Level Mercury species reported by DOE Site to be present include:
mercury chloride, mercury nitrate, mercury sulfide, elemental mercury, and methyl mercury
No detailed Hg speciation conducted during test reported herein
Laboratory Results Corroborate Fresh and Brackish Water Field Remediation Results
LABORATORY TEST RESULTS
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Y-12 PLANT, OAK RIDGE
Work conducted for the U.S. Department of Energy (DOE) National Environmental Technology Laboratory (NETL) in cooperation with DOE Oak Ridge Operations Office and Bechtel Jacobs, LLC, the DOE Oak Ridge environmental site contractor.
Work completed with assistance from TPG Applied Technology, ADA Technologies, Inc., and Hazen Research.
ACKNOWLEDGEMENTS
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FUNDED ECRTs PROJECTS PCBs in Soils/Sediment at an Upland Site, New York
Hg, Phenols, PCBs and PAH in Marine Sediments, Puget Sound, Washington (USEPA SITE Program Project)
Chlorinated Volatile Organic Compounds in Soil and Ground Water, NAS Dallas, Texas
PAHs in Lake Superior Fresh Water Sediments, Minnesota