in situ soil mixing and injection using large diameter...
TRANSCRIPT
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Joint Services Environmental Management Conference
May 21-24, 2007Columbus, OH
In Situ Soil Mixing and InjectionUsing
Large Diameter Auger
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Presented by:
Purshotam K. Juriasingani, P.E.Tetra Tech, Inc.
800 Oak Ridge TurnpikeOak Ridge, Tennessee 37830
In Situ Soil Mixing and Injection Using
Large Diameter Auger
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Contributing Authors
Purshotam K. Juriasingani, P.E.Mike Higgins, P.E.
(Tetra Tech, Inc., Oak Ridge, TN)
Mark Kershner (United States Air Force, Installation Restoration
Program, 45 CES/CEVR, PAFB, FL)
In Situ Soil Mixing and Injection Using
Large Diameter Auger
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Contents
ObjectiveSite InformationTechnologyData Collection Real Time DecisionsTreatment EffectivenessSummary & Conclusion
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Objective
Present the technology for the treatment of a dense non-aqueous phase liquid (DNAPL) source area through “in-situ soil mixing, with steam, hot air, and zero valent iron (ZVI) injection using large diameter auger (LDA)”
Evaluate the Effectiveness of the technology for the removal/treatment of VOC’s/DNAPL from the subsurface
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Site Information
Location: Cape Canaveral Air Force Station, Florida
Facilities
Security Police Confidence Course (SPCC)
Ordnance Support Facility (Facility 1381)
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Site Information (cont.)Security Police Confidence Course (SPCC)
Site currently used as an obstacle course for security forces. Disposal activities from former facilities /operations resulted in GW contamination.
Rocket Propellant and Chemical Storage Rocket Assembly Chemical Cleaning Lab
Contaminants: TCE and breakdown products Estimated DNAPL Source Area is 0.2 acre
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Site Information (cont.)Ordnance Support Facility (Facility 1381)
Since 1977 the facility was used as an ordnance support facility for the U.S. Coast Guard Disposal activities from past facility operations resulted in GW contamination
Metals Cleaning LabTanker Truck Waste Disposal
Contaminants of Concern: TCE and breakdown products Estimated DNAPL Source Area is 1.0 acre
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Technology
The technology consists of the following major elements:
Soil Mixing and Vapor Collection System
Off-gas Treatment System
Vapor Conditioning System
VOC Treatment System
Supervisory Control and Data Acquisition (SCADA) System
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Technology (cont.)
Soil Mixing and Vapor Collection SystemEquipped with 8-foot diameter auger with ½-inch injection ports along two blades for a total of 14 ports Shears and mixes the soil as the auger advances below the ground surface while injecting hot air and steamCauses thermal desorption and volatilization of the VOCs from soil particles and interstitial spaces Hot air helps carry the volatilized contaminants to the surfaceHot air and contaminants are captured in a containment shroud located at the surface operated under a vacuum
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Technology (cont.)
Off-gas Treatment SystemVapor Conditioning System (VCS)
Blower provides for the transport of vapor from the shroud to the VCS and through the treatment system
The VCS consists ofLiquid Vapor knock-out (KO)/demister tank
Course particulate filter (20 microns)
Chiller (To cool the gas temperature from approximately 170oF to less than 100oF)
Reheater (To raise the temperature by 10oF to 12oF to reduce the relative humidity to 80% , and
Particulate filter (< 1 micron)
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Technology (cont.)
VOC Treatment System
The conditioned vapor stream consisting of VOC’s is treated by the Flameless Thermal Oxidizer (FTO).
The FTO primarily includes The oxidizer (off-gas burns at 1700ºF)
Integral quench chamber (cool off-gas to 180°F)
Acid gas scrubber (remove the HCl gas from the vapor stream effluent prior to discharge into the atmosphere).
GAC absorption vessels were used for backup treatment purposes when the FTO was shut down
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Technology (cont.)
Supervisory Control and Data Acquisition SystemThe SCADA system allow effective coordination and control of various process parameters in the treatment trainCollects and Stores data The SCADA system helps in making real time decisions
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Data Collection
Data CollectionField Instruments
Process Equipment
Gas Chromatographs (GC’s)Used to speciate the contaminants for decision making in the field
Also used for post treatment mass removal estimates.
Flame Ionization Detectors (FID’s)FID is used to collect instantaneous total VOC measurements from the off-gas stream.
Gives an instant gross estimate of where and how much contamination is present at a certain depth.
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Data Collection
The SCADA system integrates FIDs, GCs, and other instruments
The SCADA system collects and stores data in SQL Server Database for
Reporting
Trending
Analysis
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Real Time Decisions
Data from the FIDs and GCs were used to determine trends in depth, concentration, and location of contamination requiring treatment.
Identified data trends in contamination and enabled on-site field personnel and managers to make real-time decisions on treatment.
Real Time DecisionsDeeper Contamination Treatment
Expansion and Deletion of Cells
Additional Thermal Treatment Time
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Treatment Effectiveness
Used "Multiple Lines of Evidence" to evaluate Treatment Effectiveness
Evaluation of Several Re-Treated Cells Total Mass RemovedPre and Post Treatment Sampling Comparison.
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SPCC
Performance Test Cell Location
Evaluation of VOC reduction in previously treated area
Treatment Effectiveness (cont.)
29VOC mass in Performance Test Cell
Treatment Effectiveness (cont.)
BB15BC14
BC16BC04
PCE
TCE
Cis-1,2-DCE
6.498
3.817 5.988
0.004
45.770
12.485 15.070
0.005
6.467
1.9482.299
0.000
0.000
5.000
10.000
15.000
20.000
25.000
30.000
35.000
40.000
45.000
50.000
Mass (lbs)
Cell ID
Contaminants
Performance Test Cell (BC04) in the Cell Area Between B15, BC14 abd BC16
PCETCE Cis-1,2-DCE
30Total Mass Removed From SPCC
Treatment Effectiveness (cont.)
Contaminants PCE TCE Cis-1,2DCE
Trans-1,2-DCE VC Freon 113 Benzene Toluene Ethyl
benzene1,1-DCA 1,1,1-TCA
Mass (lbs) 37.97 173.05 176.52 0.427 0.47 0.38 0.000 0.001 0.000 0.093 0.088
Percent ofTotal Mass for SPCC
9.76 44.49 45.38 0.11 0.12 0.10 0.00 0.00 0.00 0.02 0.02
SPCCVOC Mass Removal (389 lbs)
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SPCCComparison of baseline and post-remediation concentrations in soil & GW
Baseline and Post-remediation Sample Locations
Treatment Effectiveness (cont.)
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Facility 1381
Performance Test Cell Location
Evaluation of VOC reduction in previously treated area
Treatment Effectiveness (cont.)
43BQ43 and BQ43 Retreatment-TCE Concentration vs. Depth
Treatment Effectiveness (cont.)TCE a nd D e pt h
B Q4 3
0 . 0
5 0 0 0 . 0
10 0 0 0 . 0
15 0 0 0 . 0
2 0 0 0 0 . 0
2 5 0 0 0 . 0
3 0 0 0 0 . 0
3 5 0 0 0 . 0
T ime
0 . 0
10 . 0
2 0 . 0
3 0 . 0
4 0 . 0
5 0 . 0
6 0 . 0
7 0 . 0
T CE- BQ4 3
DEPT H- BQ4 3
TCE a nd De pt hB Q4 3 Re t r e a t me nt ( AX4 3 )
0 . 0
10 . 0
2 0 . 0
3 0 . 0
4 0 . 0
5 0 . 0
6 0 . 0
7 0 . 0
T ime
0 . 0
10 . 0
2 0 . 0
3 0 . 0
4 0 . 0
5 0 . 0
6 0 . 0
7 0 . 0
T CE- AX4 3
DEPT H- AX4 3
44BQ43 and BQ43 Retreatment-Cis-1,2-DCE Concentration vs. Depth
Treatment Effectiveness (cont.)C i s- 1, 2 - D CE a nd De pt h
B Q4 3
0 . 0 0 0
5 0 0 . 0 0 0
10 0 0 . 0 0 0
15 0 0 . 0 0 0
2 0 0 0 . 0 0 0
2 5 0 0 . 0 0 0
3 0 0 0 . 0 0 0
T ime
0 . 0
10 . 0
2 0 . 0
3 0 . 0
4 0 . 0
5 0 . 0
6 0 . 0
7 0 . 0
Cis- 1, 2 - DCE- BQ4 3
DEPT H- BQ4 3
C i s- 1, 2 - D CE a nd De pt hB Q4 3 Re t r e a t me nt ( AX4 3 )
0 . 0 0 0
10 . 0 0 0
2 0 . 0 0 0
3 0 . 0 0 0
4 0 . 0 0 0
5 0 . 0 0 0
6 0 . 0 0 0
7 0 . 0 0 0
T ime
0 . 0
10 . 0
2 0 . 0
3 0 . 0
4 0 . 0
5 0 . 0
6 0 . 0
7 0 . 0
Cis- 1, 2 - DCE- AX4 3
DEPT H- AX4 3
45BQ43 and BQ43 Retreatment-TCE Concentration vs. Depth
Treatment Effectiveness (cont.)TCE vs. Depth (BQ43 and BQ43 Retreatment)
0.0
200.0
400.0
600.0
800.0
1000.0
1200.0
1400.0
1600.010
:29:
53
10:3
7:29
10:4
5:05
10:5
2:41
11:0
0:17
11:0
7:53
11:1
5:29
11:2
3:05
11:3
0:41
9:13
:08
9:20
:44
9:28
:20
9:35
:56
9:43
:32
9:51
:08
9:58
:44
10:0
6:20
10:1
3:56
10:2
1:32
10:2
9:08
10:3
6:44
Time
Con
cent
ratio
n (p
pm)
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
TCEDEPTH
BQ43 BQ43 Retreatment
Iron
Iron Pass
Thermal
Iron Thermal
TCE vs. Depth (BQ43 Retreatment)
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
9:10
:27
9:14
:45
9:19
:03
9:23
:21
9:27
:39
9:31
:57
9:36
:15
9:40
:33
9:44
:51
9:49
:09
9:53
:27
9:57
:45
10:0
2:03
10:0
6:21
10:1
0:39
10:1
4:57
10:1
9:15
10:2
3:33
10:2
7:51
10:3
2:09
10:3
6:27
10:4
0:45
Time
Con
cent
ratio
n (p
pm)
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
TCEDEPTH
Thermal Pass Iron Pass
Thermal Pass
BQ43 Retreatment
46VOC mass in Performance Test Cells (BQ43, BS44, and BQ45)
Treatment Effectiveness (cont.)
BQ43BQ43
Retre
atmen
t
BS44BS44
Retr
eatm
ent
BQ45BQ45
Retre
atmen
t
TCE
Cis-1,2-DCE
Total VOC Mass
309.92
0.52
259.19
0.40
409.87
0.66
19.48
0.12 17.830.09 18.20
0.14
274.37
0.03
220.68
0.03
364.75
0.23
0
50
100
150
200
250
300
350
400
450
Mass (lbs)
Cell ID
Contaminants
Mass Removal Comparison after Retreatment - BQ43, BS44, and BQ45
TCE Cis-1,2-DCETotal VOC Mass
47Total Mass Removed From Facility 1381
Treatment Effectiveness (cont.)
Contaminants PCE TCE Cis-1,2DCE
Trans-1,2-DCE VC Freon 113 Benzene Toluene Ethyl
benzene1,1-DCA 1,1,1-TCA
Mass (lbs) 1.318 9400.23 1229.51 2.72 108.38 616.46 0.00 0.88 0.003 9.489 31.71
Percent ofTotal Mass for SPCC
0.01 82.45 10.78 0.02 0.95 5.41 0.00 0.01 0.00 0.08 0.28
Facility 1381VOC Mass Removal (Up to 05/03/2007 - 11,401 lbs)
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Treatment Effectiveness (cont.)
Treatment at Facility 1381 is ongoingTreatment expected to be complete at the end of May
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Summary & Conclusions
In-situ soil mixing, with steam, hot air, and zero valent iron (ZVI) injection using large diameter auger (LDA) is an effective technology for the removal/treatment of VOCs/DNAPL from Subsurface
SPCCNumber of Cells Treated – 157
Total Volume - 9,000 cu. yds.
Total VOC Removed – 389 lbs.
Site 1381 (Up to May 03, 2007)Number of Cells Treated – 659
Total Volume – Approximately 36,000 cu. yds.
Total VOC Removed– 11,401 lbs.
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Acknowledgements
Project Team
United States Air Force, Installation Restoration Program, 45 CES/CEVR, PAFB, FLAir Force Center For Environmental Excellence, Brooks City-Base, TXEnvironmental Protection AgencyFlorida Department of Environmental Protection
SubcontractorsCORE Engineering & Construction, Inc.Florida Environmental Compliance CorporationKB Labs