1 linda m. abriola the university of michigan ann arbor presented at: in situ treatment of...
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Linda M. AbriolaThe University of Michigan
Ann Arbor
Presented at:In Situ Treatment of Groundwater Contaminated with Non-Aqueous Phase
Liquids: Fundamentals and Case StudiesChicago, IL
December 10-12, 2002
Surfactant Enhanced DNAPL Source Surfactant Enhanced DNAPL Source Zone Remediation: Zone Remediation:
Results of a Field Demonstration and Results of a Field Demonstration and Implications for BioavailabilityImplications for Bioavailability
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Project TeamProject Team
Project Director: Peter Adriaens (UM)SEAR Sub-Project Director: Linda M. Abriola (UM)Project Coordinator: Jack Lendvay (USF)
Additional SEAR Project Personnel
Peter Brink (UM)Gary Daniels (Geotrans)Chad Drummond (MWH)
Matt Gamache (UM)Ernie Hahn (UM)Hsi Lan Hsu (UM)Larry Lemke (UM)
Andrew Ramsburg (GA Tech)Jodi Ryder (UM)
Tom Yavaraski (UM)
SEAR Co-Principal Investigators
Kim F. Hayes (UM)Tohren Kibbey (U OK)
Erik Petrovskis (Geotrans)Kurt D. Pennell (GA Tech)
Klaus Rathfelder (GeoSyntec)
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Research SponsorsResearch Sponsors
• US EPA Great Lakes and Mid-Atlantic Hazardous Substance Research Center
• Michigan Department of Environmental Quality
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Surfactant Enhanced Aquifer RemediationSurfactant Enhanced Aquifer Remediation
Recovery of solubilized and/or mobilized organic
Injection of surfactant solution
Surfactant micelles can dramatically increase aqueous solubility
Surfactants can reduce interfacial tension, increasing the mobility of the organic liquid
and / or
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Bachman Road SiteBachman Road Site
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Bachman RoadBachman Road
1994 Contaminant 1994 Contaminant Concentration Concentration
ContoursContours
Plume A: Halorespiration
Plume B: SEAR (Source Zone)
Lake
Huron
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aqueous samples
soil cores20 ft
Former Dry Cleaners
crawl space
U.S.HWY
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Direction of regionalgroundwater flowPilot-Scale Test Zone
shed
Site CharacterizationSite Characterization
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PCE Source Area
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Extraction Well 5.2 gpm
Pilot Study Area
North
Coordinates in Michigan Coordinate System (feet)
Water Injection, W21 gpm
Water Injection, W31 gpm
Water Injection, W11 gpm
Surfactant Injection, S10.5 gpm
Surfactant Injection, S20.5 gpm
Surfactant Injection, S30.5 gpm
Pilot Test DesignPilot Test Design
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Simulated flowlines (upper layer)Simulated flowlines (upper layer)
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Simulated surfactant concentration Simulated surfactant concentration
(5 days of injection)(5 days of injection)
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0 1 2 3 4 5 6
0
1
2
3
4
5
distance (m)
dept
h (m
)
0.00 0.05 0.10 0.15 0.20
PCE saturation
0
1000
2000
3000
4000
5000
0 5 10 15 20
wide release areanarrow release area
PCE effluent Breakthrough
PC
E c
once
ntra
tion
(ppm
)
time (d)
Simulated PCE Distribution and Recovery Simulated PCE Distribution and Recovery
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Conclusions from Pre-test Conclusions from Pre-test ModelingModeling
• Pilot test design should achieve desired sweep
• Even for this relatively homogeneous formation, spatial variability in texture influences mass distribution and remediation efficiency
• NAPL recovery strongly depends upon the hydraulic conductivity distribution and source release history
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Installation of Multi-level SamplersInstallation of Multi-level Samplers
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Top View of Multi-Level Monitoring WellTop View of Multi-Level Monitoring Well
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Location of Multi-Level Sampling PointsLocation of Multi-Level Sampling Points
ML1 (37O)
ML5 (65O)
ML2 (40O)
ML4 (57O)
ML3 (52O)
Shed
Speedy Printing
9.5’13.6’
12.3’
16.3’
20.3’22.3’
10’ 14’ 17.9’
21.8’
21.2’
24.1’
19.5’
15.3’
22.2’
11.1’
17.5’19.5’
21.4’
23.7’
11.4’
15.7’
19.7’
21.5’22.2’Ex Well
W1
S1 S2 S3
W2W35 ft.
N
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Injection Flow Control SystemInjection Flow Control System
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Injection/Mixing TanksInjection/Mixing Tanks
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55 Gallon Drums of Tween 8055 Gallon Drums of Tween 80
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Cross-Flow Sieve Tray Air Stripping Cross-Flow Sieve Tray Air Stripping SystemSystem
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Sample CollectionSample Collection
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0
10000
20000
30000
40000
50000
60000
70000
0 5 10 15 20 25 30 35 40 45
Time from start of Tween injection (d)
Measured
Simulated
Simulated Breakthrough
Measured Breakthrough
0
10000
20000
30000
40000
50000
60000
70000
0 5 10 15 20 25 30 35 40 45
Time from start of Tween injection (d)
Measured
Simulated
Simulated Breakthrough
Measured Breakthrough
a)
b)
Simulated and Measured Surfactant Breakthrough Simulated and Measured Surfactant Breakthrough at Two Observation Pointsat Two Observation Points
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0
10000
20000
30000
40000
50000
60000
70000
0 5 10 15 20 25 30 35 40 45
Time from start of Tween injection (d)
0
500
1000
1500
2000
2500
3000
3500
4000
4500
5000
Tween 80
PCE mg/L
PCE Breakthrough
Tween 80 Breakthrough
Surfactant Breakthrough and Surfactant Breakthrough and Observed PCE Concentrations (ML5E)Observed PCE Concentrations (ML5E)
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0
2000
4000
6000
8000
10000
12000
0 5 10 15 20 25 30 35 40 45Time from start of Tween injection (d)
0
5
10
15
20
25
30
35
40
45
50
Tween 80
PCE
Extraction Well Recovery of Extraction Well Recovery of Surfactant and PCESurfactant and PCE
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Source Zone Monitoring (ML5)Source Zone Monitoring (ML5)
(mg/L)
Date Comments PCE Tween PCE Tween PCE Tween PCE Tween PCE Tween6/30/2000 Start of surfactant injection 0.35 NQ<311 45.31 NQ<311 48.00 NQ<311 0.89 NQ<311 98.84 NQ<3118/15/2000 Last day of SEAR test NQ<5.14 NQ<90 NQ<5.14 NQ<90 NQ<5.14 NQ<90 NQ<5.14 NQ<90 NQ<5.14 NQ<908/29/2000 2 weeks after test NQ<1 122.23 NQ<1 103.71 NQ<0.63 NQ<90 NQ<0.63 NQ<9010/10/2000 56 days after test 0.0845 63.72 0.4566 93.96 0.8823 54.13 0.0888 64.93 0.9368 63.875/10/2001 270 days after test 0.288 NQ<16 0.052 21.85 0.10 NQ<16 NQ<.015 NQ<16 0.19 NQ<1611/13/2001 450 days after test 0.0220 NQ<50 0.1700 NQ<50 0.2400 NQ<50 0.0200 NQ<50 0.4000 NQ<50
ML-5B (13.6')ML-5A (9.5') ML-5E (21.4')ML-5D (19.5')ML-5C (17.5')
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Extraction Well 5.2 gpm
Pilot Study Area
North
Coordinates in Michigan Coordinate System (feet)
Water Injection, W21 gpm
Water Injection, W31 gpm
Water Injection, W11 gpm
Surfactant Injection, S10.5 gpm
Surfactant Injection, S20.5 gpm
Surfactant Injection, S30.5 gpm
Pilot Test Configuration
Suspected source zone
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Source Zone Monitoring for Degradation ProductsSource Zone Monitoring for Degradation Products(ML5) – Nov 2001(ML5) – Nov 2001
(mg/L)
Date Comments
11/13/01 Tetrachloroethylene (PCE)
11/13/01 Trichloroethylene (TCE)
11/13/01 cis - 1.2 - Dichloroethene
11/13/01 trans -1.2 - Dichloroethene
11/13/01 Vinyl Chloride
11/13/01 Tween
11/13/01 acetate (mM)
NQ<.001NQ<50
NQ<.001NQ<50
mg/L0.4
0.0410.12
NQ<.001NQ<.001NQ<50
mg/L0.02
0.0060.017
NQ<.001NQ<.001NQ<50
mg/L0.240.0310.11
NQ<.001NQ<.001NQ<50
mg/L0.17
0.0520.57
NQ<.001NQ<.001
mg/L0.0220.120.47
ML-5E (21.4')ML-5D (19.5')ML-5C (17.5')ML-5B (13.6')ML-5A (9.5')
NQ<0.1NQ<0.1 0.49 NQ<0.1 NQ<0.1
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Post Test CharacterizationPost Test CharacterizationNovember 2001November 2001
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ConclusionsConclusions• Breakthrough curves indicate good sweep efficiency within
the treatment zone• 95% of the injected surfactant mass was recovered• 19 liters of PCE were recovered during test• Analysis of partitioning alcohols suggest very low
saturations within the treatment zone• Concentration tailing in extraction well suggests additional
source area within capture zone• Source zone concentrations reduced by approximately two
orders of magnitude• Evidence of post-test microbial activity enhancement within
residual source zone
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Ongoing WorkOngoing Work
• Monitoring of PCE and degradation products
• Further site characterization
• Full-scale SEAR design
• Exploration of feasibility of halorespiration stimulation in treated
zone
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ReferencesReferences
• Drummond, C.D., L.D. Lemke, K.M. Rathfelder, E.J. Hahn, and L.M. Abriola, “Simulation of surfactant-enhanced PCE recovery at a pilot test field site,” in Treating Dense Nonaqueous-Phase Liquids (DNAPLs): Remediation of Chlorinated and Recalcitrant Compounds (G.B Wickramanayake, A.R. Gavaskar, and N. Gupta eds.), 77-84, Battelle Press, Columbus, 2000.
• Abriola, L.M., C. Drummond, L. Lemke, K. Rathfelder, K. Pennell, E. Petrovskis, and G. Daniels, “Surfactant enhanced aquifer remediation: application of mathematical models in the design and evaluation of a pilot test,” In Groundwater Quality: Natural and Enhanced Restoration of Groundwater Pollution, Thornton, S.F. and S.E. Oswald, eds, IAHS Publication 275, 303-310, Wallingford, Oxfordshire, UK, 2002.