1 rapid & complete in situ bioremediation of chlorinated solvents using enhanced anaerobic...
TRANSCRIPT
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Rapid & Complete In Situ Bioremediation of
Chlorinated Solvents Using
Enhanced Anaerobic Dechlorination (EAD)
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1) Its All About Delivery: Our ISD™ systems provide a powerful delivery platform to support site-wide anaerobic degradation of chlorinated solvents
Roadmap
ISDIn Situ
Systems
TMDelivery
2) Full-scale Case Study: Field applications of our ISD groundwater recirculation approach validates this remediation strategy
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ISD Concept
Effective substrate delivery via 24/7 GW recirculation - NO SLUG INJECTIONS Highly soluble substrate, plus nutrients, to grow active biomass in porespace
Max. microbial activity, ↓ ORP, methanogenic cond., ↑ dissolution, no rebound
Ground Surface
VADOSE ZONE
SATURATEDZONEConfining Layer
ISD SystemSubstrateNutrientMetering
DeliverySystem
Contact between substrate and chlorinated solvents
Rapid SolventDegradation
Substrate-amended H2O
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EAD Process
FoodFood
Electron Electron donordonor
Chlorinated hydrocarbons:Chlorinated hydrocarbons:
PCEPCE
TCETCE
DCEDCE
VCVC
Competing electron Competing electron acceptorsacceptors::
OO22
NONO33--
MnMn4+4+
FeFe3+3+
SOSO442-2-
NN22
MnMn2+2+
FeFe2+ 2+
HH22SS
Ethene / EthaneEthene / Ethane
NUTRIENTSNUTRIENTS::
NN
PP
KK
Trace MetalsTrace Metals
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Advantages of Groundwater Recirculation w/ ISD™
– Programmable Automation– Direct hydraulic influence and capture– Contact – dissolved & adsorbed (source, distal plume)– Biomass generation, site-wide activity
Inexpensive Electron Donor - CarBstrate™
– Nutrient-amended Carbohydrate – low cost ($2/lb)
Installation/Interpretation Services
– Equipment installation & training– Monthly Interpretation/Evaluation of Data
Timeframe
– ISD results in months vs. years– Minimal O&M and cost (pulsed vs. continuous)
ETEC’s EAD Process
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Pilot-scale Data:
Industrial SiteEugene, Oregon
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OR Case Study Site Plan
Mobile ISDSystem
MW-1
Groundwater Flow Direction
Extraction Wells
LEGEND
Monitoring Wells
Injection Wells
MW-2
MW-3
MW-4
Extraction Flow Line
Injection Flow Line
15 m
9 m
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TMW-3 Results
Observations
– CAH concentrations increased 2-3 fold during 1st week, no PCE at TMW-3
– DCE from 360 to 2,000 ppb – Initial total CAH 3.8 μmol/L, with a high of 22.3 μmol/L – 8 months, no rebound, cis-DCE and VC (6 and <1 ppb)
TMW-3 Chlorinated Solvent and Ethene/Ethane Concentrations
0
200
400
600
800
1000
1200
1400
1600
1800
2000
DAYS
cis
-DC
E C
on
ce
ntr
atio
ns
(p
pb
)
0
20
40
60
80
100
120
140
160
PC
E,
TC
E,
VC
an
d E
the
ne
/Eth
an
e
Co
nc
en
tra
tio
ns
(p
pb
)
PCE
cis-DCE
TCE
VC
Ethene/Ethane
Operating Parameters
– 3 weeks – 178,000 liters recirculated – 180 kg of CarBstrate™
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Full-scale Case Study:
Industrial SiteEugene, Oregon
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2006 Full-scale RA• Solid pilot-test data showing rapid, complete
dechlorination of solvents supported full-scale in situ remedial action
• Full-scale conducted from June-Sept 2006 to remediate source area (122 m x 91 m x 6 m) using 31 Injection/extraction wells
• 150-lpm ISD system, touch-screen and flexible PLC system
• 12-18 month estimated timeframe to reduce CAHs by 90%, achieved goal in 6 months
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Full-scale system has 11 EWs and 20 IWs. To date, most data has been collected from EW-3, 6, 7, and 10. Samples collected from EW-7 shows source zone concentrations.
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Over 3 months:
Recirculated over >8.7 million liters in 3 months
Introduced 3,720 kg substrate
1-visit/week
Minimal down time
Minimal Fouling
Some LNAPL (diesel and Bunker C)
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Touch Screen PLC:
Alarm Conditions,
Troubleshooting
Flexible injection times
Auto-dialer/Telemetry
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2006 Results
– Cis-DCE increased significantly, then began to decline. A max concentration of 500 ppb PCE should generate 291 ppb of cis-DCE, but we see up to 1,300 ppb.
EW-03
0
100
200
300
400
500
600
0 20 40 60 80 100 120 140 160
DAYS
PC
E, T
CE
, VC
, E
the
ne
/eth
an
e (
pp
b)
0
200
400
600
800
1000
1200
1400
cis
-DC
E C
on
ce
ntr
ati
on
(p
pb
)
PCE
TCE
VC
ethene/ethane
cis-DCE
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EW-3 Molar Concentrations
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
0 16 22 48 83 154
Time- Days
Mo
lar
Co
nc
en
tra
tio
n
um
ol/
L
PCE
TCE
cis-DCE
VC
Ethene/ethane
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2006 ResultsEW-6
0
50
100
150
200
250
300
350
400
450
500
0 20 40 60 80 100 120 140 160
Days
PC
E, T
CE
, VC
, et
hen
e/et
han
e C
on
cen
trat
ion
s (p
pb
)
0
500
1000
1500
2000
2500
3000
3500
cis-
DC
E C
on
cen
trat
ion
(p
pb
)
PCE
TCE
VC
ethene/ethane
cis-DCE
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EW-6 Total Molar Concentrations
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
0 16 22 48 83 154
Time- Days
To
tal
Mo
lar
Co
nc
en
tra
tio
ns
u
mo
l/L
PCE
TCE
cis-DCE
VC
Ethene/ethane
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EX-7Date PCE
(ppb)TCE (ppb)
cis-DCE (ppb)
VC (ppb)
Ethene/ethane (ppb)
8/22/06 Day 48
6,700 4,400 10,000 <200 50
9/26/06 Day 83
330 <100 3,500 1,100 763
12/6/06
Day 154
220 55 160 22 5.1
Observations
– First sample event shows significant concentrations of PCE/TCE even after 48 days of recirculation, with dechlorination to cis-DCE ongoing during this time.
– No significant VC after 48 days, and ethene still low.
– VC increased significantly, but nothing compared to the parent concentrations
– Generated biomass expected to continue to stimulate dechlorination for another year
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Chlorinated EthanesEW-3
Chlorinated Ethanes Mole Fractions
0
10
20
30
40
50
60
70
80
Time
Mo
le F
rac
tio
n (
Pe
rce
nt)
1,1,1-Trichloroethane 29.2 53.1 16.6 4.3 1.9 1.7
1,1-Dichloroethane 15.1 30.3 55.2 66.5 57.4 24.3
Chloroethane 55.8 16.6 28.2 29.3 40.8 73.9
7/5/2006 (B) 07/21/06 07/27/06 08/22/06 09/26/06 12/07/06
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Full-scale Comments• Approach rapidly transforms ppm levels SITE-WIDE!• Enhanced desorption observed during recirculation• No downgradient change in cVOC concentrations;
hydraulic capture successful!• LNAPL did not prevent implementation• Nutrient demand (N and P) higher than calculated• Results very similar to pilot-test. Shut-down Sept.
2006, TOC low at all locations, now biomass acting as substrate over the next several months/years. No cost associated with this, except analytical/sampling labor.
• Chlorinated Ethanes treated site-wide• Overall Costs ~$270K, treatment area 68,000 CM:
$4/CM
CONCLUSIONS• Soluble substrate + nutrients + recirculation + infrastructure = rapid
dechlorination• Works w/ varying conditions (low/high flow, ppm or ppb, co-mingled
or not) • Control subsurface conditions/microbial needs (NOT ABOUT THE
BUGS)• Total Mass of Solvents is Higher, Desorption is crucial to achieve low
level remedial goals• Nutrient Concerns (rapid uptake), higher than theoretical• Limited Biofouling (pressure inj., pulsed delivery)• Site Characterization & Infrastructure are CRITICAL!• Nitrate/phosphate, some metals (hex chrome), perchlorate, 1,4-
dioxane, treatment possible with this approach• Cost Range is cheaper than excavation/disposal ($2-8/CM)• Time comparison is like no other biological approach, kinetics much
higher