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Samuel D. Supowit, Akash M. Sadaria, Edward J. Reyes,Rolf U. Halden
Mass balance of fipronil in a
wastewater treatment train
and engineered wetland
GLOBAL SECURITY
INITIATIVE
Fiproles
2
Fipronil Sulfide Sulfone Amide Desulfinyl
Rationale
• Fipronil is a high production chemical
• Banned for use on rice in China, 2009
• It has been banned for most agricultural uses in the E.U., 2013
3
4
• Implicated in colony collapse
disorder
• Highly toxic to bees
LD50 = 1-6 ng/bee
Rationale
Compound
Procambarusa
Hyalella aztecab
Diphetor hagenib 33
OC urban
water conc.
(µg/L)
Half-life
31
LC50 (µg/L)
30
LC50
(µg/L)
30
EC50
(µg/L)
30
LC50
(µg/L)
30
EC50
(µg/L)
34
Silt
loam (d)
35
Facultative
conditions (d)
Fipronil 14.3-19.5 1.3-2.0 0.65-0.83 0.20-0.57 0.11-0.21 0.05-0.39 21±0.15 -
-desulfinyl 68.6 - - - - 0.05-0.13 - 217-497
-sulfide 15.5 1.1-1.7 0.007-0.003 - - ND >200 195-352
-sulfone 11.2 0.35-0.92 0.12-0.31 0.19-0.54 0.055-0.13 0.05-0.19 >200 502-589
a
Procambarus species were clarkii and zonangulus.
b
Values for H. azteca and D. hageni are the 95% confidence interval.
OC – Orange County, California
ND – non detect
Rationale
5http://www.actbeyondtrust.org/wp-content/uploads/2013/07/IUCN2013sympo03_sluijs.pdf
Rationale
6
• Plants uptake
and translocate
pesticides
through their
xylem, providing
an indirect route
of exposure to
non-target
foragers and
pollinators
Rationale
7
• Plants uptake
and translocate
pesticides
through their
xylem, providing
an indirect route
of exposure to
non-target
foragers and
pollinators
Rationale
• Fiprole
degradate fate in
WWTPs not
assessed in
literature.
• Only one study
assessed fipronil
in influent,
effluent,
biosolids.
8
Background
• In a prior study, Heidler & Halden (2009)
determined 18 ± 22 % aqueous removal of
fipronil in a conventional WWTP.
• Are similarly toxic degradates formed?
9
Objective
• Perform a mass balance for fiproles over a
wastewater treatment train and engineered
wetland, screening for heretofore unexamined
metabolites.
– Use isotope dilution and standard addition for
quality control to produce high prec. data.
10
Specific Aims
1. Develop analytical methods for assessing
fiproles in WWTP matrices (influent, effluent,
sludge).
2. Design a sampling campaign in order to
determine the fate of fiproles across primary,
secondary, and tertiary treatment.
3. Perform a mass balance for fiproles over a WW
treatment train and engineered wetland.
11
• Fiproles are largely resistant to degradation in treatment.
Hypothesis
12
• Fiproles are largely resistant to degradation in treatment.
• If parent compound “disappears,” degradates form in treatment.
• Biosolids have more sulfide.
• WAS has more sulfone.
• Wetland has more amide.
Hypothesis
13
WWTP
Sampling plan
• Locations
14
PP
Wetland
River
==
Primary
sedimentation
basins
Secondary
sedimentation
basins
Headworks
Aeration
basins
PS Thickening
Centrifuge
WAS Thickening
Centrifuge
Acid
Phase
Methane
Phase
DS Thickening
Centrifuge
Centrate
Treatment
Disinfection
ISCO 6700 and 6712
• Incremental sampling
program to
approximate flow
pattern
20 mL increments at
designated times 
2.5 L composites
15
Experimental design
• Extraction (water)
16
1000 mL
WAS
& PS
500 mg/3 mL Strata XL 4 mL eluate x 2
LC-MS/MS
Concentrations
calculated by
both standard
addition and
isotope dilution
Experimental design
• Extraction (solids)
17
Surrogate
addition
Acetone
extraction
Shake Centrifuge
Solvent
switch to
hexane
Cleanup on
Florisil
Analyze by
LC-MS/MS
Method performance
18
Chemical
Wastewater Solids
Spiking
level
(pg/L)
MDL
(pg/L)
Relative
recovery
(%)
Absolute
recovery
(%)
Spiking
level
(pg/g)
MDL
(pg/g)
Relative
recovery
(%)
Absolute
recovery
(%)
Fipronil 100 46 116 ± 14 60 ± 14 50 19 120 ± 13 55 ± 18
-Sulfide 300 159 N/A 67 ± 13 150 144 N/A 48 ± 18
-Sulfone 200 72 N/A 101 ± 19 100 98 N/A 89 ± 32
-Amide 500 304 N/A 87 ± 22 250 88 N/A 90 ± 21
-Desulfinyl 1000 773 N/A 78 ± 15 500 242 N/A 85 ± 15
N/A ≡ Not applicable
1
Table 1. Spike levels, detection limits, and recoveries of fiproles extracted from
surrogate wastewater and sludge matrices (n = 7).
Figure 1. (Right)
Chromatograms of five
fiproles extracted from
spiked (20 ng/g nominal)
and unspiked dewatered
sludge, after cleanup on
Florisil and elution with 4
mL DCM. Primary ion
transitions are shown at
top, and secondary
(qualitative) transitions at
bottom. *Fipronil-
desulfinyl was analyzed by
GC-MS/MS.
ESI negative mode
C8 column
Sampling
19
Sampling
20
Sampling
21
Results
22
Figure 2.
Concentrations of
fiproles in (A) WWTP
influent, (B) WWTP
effluent (wetland
influent), (C) wetland
effluent, and (D)
biosolids. Biosolids
concentrations are
normalized to 1 g dry
weight. Error bars
represent max and
min values for water
streams (n = 2), and
standard deviation for
biosolids (n = 3).
Concentration(ng/L)
WWTP influent
WWTP effluent
Wetland effluent
Biosolids
Results
23
Figure 3. Fiprole mass distribution in three WW streams. The most abundant congener in all three streams is fipronil.
The amide and desulfinyl degradates were not detected in these streams.
Results – parent compound mass balance
24
1.1 ± 0.1%
adsorbed to WAS
25 ± 3%
transformed74 ± 3% passed
through to
disinfection
basin effluent
Fipronil mass balance over treatment train Fipronil mass balance over wetland
44 ± 4%
transformed or
accumulated
56 ± 4% passed
through
Figure 4. Fipronil mass balance over treatment train from primary treatment to disinfection (left) and
engineered wetland (right).
Accounted for
by degradates
Not accounted for by
degradates
Results – total fiproles over treatment train
77 ± 11 73 ± 11 83 ± 24
0.09
68 ± 61.4 ± 0.003
Qx ≡ Combined flow from other treatment trains
Figure 5. Treatment train total 5-day fiprole load in mmol.
Results – individual fiproles
26
Figure 6. Fiprole mass loads (in mmol) in wastewater streams
over the course of five days. Direction of water flow is from
left to right, (primary influent to disinfection basin effluent).
Error bars represent high and low values from two
experimental replicates. The bars on top are enlarged
portions of the histogram on the bottom, in order to make
fipronil-desulfinyl masses visible. Fipronil-desulfinyl
concentrations are estimated, near the detection limit.
Sludge streams are omitted, as their mass contributions are
negligible (n = 2 ).
mmol
Results
27
Figure 7. (A) Average daily mass loads of fiproles over five
days, where error bars represent standard deviations (n =
10). (B) Daily mass loads of wetland (WL) influent and
effluent streams on days 1 and 5, respectively, where error
bars represent max/min values (n = 2); the hydraulic
retention time of the wetland was 4.7 days. The right-hand y-
axis is expressed as grams of fipronil per day.
47 ± 13% total fiprole reduction
No discernable change
Discussion
• Total fiprole mass discharge = 7.9 Σf g/day (into wetland)
= 6.3 lb/yr
Calculating annual mass discharge
20 𝑛𝑔
𝐿
× 3.785 𝐿
𝑔𝑎𝑙
× 106 𝑔𝑎𝑙
𝑀𝐺
× 75 𝑀𝐺
𝑑
× 365𝑑
× 10−12 𝑘𝑔
𝑛𝑔
× 2.2 𝑙𝑏
𝑘𝑔
= 𝟒. 𝟔 𝒍𝒃
Discussion
30
• The entire volume of AG fipronil in the U.K.
during peak use was about 124 kg/yr (273
lb/yr)
• The estimated, extrapolated discharge by US
WWTPs is 520 kg/yr (1140 lb/yr)
Discussion
31
While the amount of fipronil inadvertently
discharged into the environment in the form of
treated wastewater is alarmingly high, it is unclear
how wastewater contributes to the fiprole pollen
loads in angiosperms, the body burdens of aquatic
organisms, or the toxicological effects for other
non-target organisms. Further research is needed to
link the fiprole load in wastewater effluents to plant
uptake and non-target organism exposure and
effects.
Conclusions
•Conventional wastewater treatment is not
efficient at removing fiproles.
•Reduction in parent compound mass may
coincide with degradate formation (sulfone, in
particular).
•Total fiprole levels re-entering the environment
from wastewater treatment are toxicologically
relevant and may impact biota.
32
Future research needed
• Modeling uptake of fiproles in plants and food
chain
• Risk assessment needed in order to determine
ecotoxicological effects
33
Acknowledgements
• Dr. Rolf Halden, PI
• Dr. Arjun Venkatesan
• Akash Sadaria
• Edward Reyes
• Top secret collaborators
34
Questions
35

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ACS Boston seminar presentation 2015

  • 1. Samuel D. Supowit, Akash M. Sadaria, Edward J. Reyes,Rolf U. Halden Mass balance of fipronil in a wastewater treatment train and engineered wetland GLOBAL SECURITY INITIATIVE
  • 3. Rationale • Fipronil is a high production chemical • Banned for use on rice in China, 2009 • It has been banned for most agricultural uses in the E.U., 2013 3
  • 4. 4 • Implicated in colony collapse disorder • Highly toxic to bees LD50 = 1-6 ng/bee Rationale Compound Procambarusa Hyalella aztecab Diphetor hagenib 33 OC urban water conc. (µg/L) Half-life 31 LC50 (µg/L) 30 LC50 (µg/L) 30 EC50 (µg/L) 30 LC50 (µg/L) 30 EC50 (µg/L) 34 Silt loam (d) 35 Facultative conditions (d) Fipronil 14.3-19.5 1.3-2.0 0.65-0.83 0.20-0.57 0.11-0.21 0.05-0.39 21±0.15 - -desulfinyl 68.6 - - - - 0.05-0.13 - 217-497 -sulfide 15.5 1.1-1.7 0.007-0.003 - - ND >200 195-352 -sulfone 11.2 0.35-0.92 0.12-0.31 0.19-0.54 0.055-0.13 0.05-0.19 >200 502-589 a Procambarus species were clarkii and zonangulus. b Values for H. azteca and D. hageni are the 95% confidence interval. OC – Orange County, California ND – non detect
  • 6. Rationale 6 • Plants uptake and translocate pesticides through their xylem, providing an indirect route of exposure to non-target foragers and pollinators
  • 7. Rationale 7 • Plants uptake and translocate pesticides through their xylem, providing an indirect route of exposure to non-target foragers and pollinators
  • 8. Rationale • Fiprole degradate fate in WWTPs not assessed in literature. • Only one study assessed fipronil in influent, effluent, biosolids. 8
  • 9. Background • In a prior study, Heidler & Halden (2009) determined 18 ± 22 % aqueous removal of fipronil in a conventional WWTP. • Are similarly toxic degradates formed? 9
  • 10. Objective • Perform a mass balance for fiproles over a wastewater treatment train and engineered wetland, screening for heretofore unexamined metabolites. – Use isotope dilution and standard addition for quality control to produce high prec. data. 10
  • 11. Specific Aims 1. Develop analytical methods for assessing fiproles in WWTP matrices (influent, effluent, sludge). 2. Design a sampling campaign in order to determine the fate of fiproles across primary, secondary, and tertiary treatment. 3. Perform a mass balance for fiproles over a WW treatment train and engineered wetland. 11
  • 12. • Fiproles are largely resistant to degradation in treatment. Hypothesis 12
  • 13. • Fiproles are largely resistant to degradation in treatment. • If parent compound “disappears,” degradates form in treatment. • Biosolids have more sulfide. • WAS has more sulfone. • Wetland has more amide. Hypothesis 13 WWTP
  • 14. Sampling plan • Locations 14 PP Wetland River == Primary sedimentation basins Secondary sedimentation basins Headworks Aeration basins PS Thickening Centrifuge WAS Thickening Centrifuge Acid Phase Methane Phase DS Thickening Centrifuge Centrate Treatment Disinfection
  • 15. ISCO 6700 and 6712 • Incremental sampling program to approximate flow pattern 20 mL increments at designated times  2.5 L composites 15
  • 16. Experimental design • Extraction (water) 16 1000 mL WAS & PS 500 mg/3 mL Strata XL 4 mL eluate x 2 LC-MS/MS Concentrations calculated by both standard addition and isotope dilution
  • 17. Experimental design • Extraction (solids) 17 Surrogate addition Acetone extraction Shake Centrifuge Solvent switch to hexane Cleanup on Florisil Analyze by LC-MS/MS
  • 18. Method performance 18 Chemical Wastewater Solids Spiking level (pg/L) MDL (pg/L) Relative recovery (%) Absolute recovery (%) Spiking level (pg/g) MDL (pg/g) Relative recovery (%) Absolute recovery (%) Fipronil 100 46 116 ± 14 60 ± 14 50 19 120 ± 13 55 ± 18 -Sulfide 300 159 N/A 67 ± 13 150 144 N/A 48 ± 18 -Sulfone 200 72 N/A 101 ± 19 100 98 N/A 89 ± 32 -Amide 500 304 N/A 87 ± 22 250 88 N/A 90 ± 21 -Desulfinyl 1000 773 N/A 78 ± 15 500 242 N/A 85 ± 15 N/A ≡ Not applicable 1 Table 1. Spike levels, detection limits, and recoveries of fiproles extracted from surrogate wastewater and sludge matrices (n = 7). Figure 1. (Right) Chromatograms of five fiproles extracted from spiked (20 ng/g nominal) and unspiked dewatered sludge, after cleanup on Florisil and elution with 4 mL DCM. Primary ion transitions are shown at top, and secondary (qualitative) transitions at bottom. *Fipronil- desulfinyl was analyzed by GC-MS/MS. ESI negative mode C8 column
  • 22. Results 22 Figure 2. Concentrations of fiproles in (A) WWTP influent, (B) WWTP effluent (wetland influent), (C) wetland effluent, and (D) biosolids. Biosolids concentrations are normalized to 1 g dry weight. Error bars represent max and min values for water streams (n = 2), and standard deviation for biosolids (n = 3). Concentration(ng/L) WWTP influent WWTP effluent Wetland effluent Biosolids
  • 23. Results 23 Figure 3. Fiprole mass distribution in three WW streams. The most abundant congener in all three streams is fipronil. The amide and desulfinyl degradates were not detected in these streams.
  • 24. Results – parent compound mass balance 24 1.1 ± 0.1% adsorbed to WAS 25 ± 3% transformed74 ± 3% passed through to disinfection basin effluent Fipronil mass balance over treatment train Fipronil mass balance over wetland 44 ± 4% transformed or accumulated 56 ± 4% passed through Figure 4. Fipronil mass balance over treatment train from primary treatment to disinfection (left) and engineered wetland (right). Accounted for by degradates Not accounted for by degradates
  • 25. Results – total fiproles over treatment train 77 ± 11 73 ± 11 83 ± 24 0.09 68 ± 61.4 ± 0.003 Qx ≡ Combined flow from other treatment trains Figure 5. Treatment train total 5-day fiprole load in mmol.
  • 26. Results – individual fiproles 26 Figure 6. Fiprole mass loads (in mmol) in wastewater streams over the course of five days. Direction of water flow is from left to right, (primary influent to disinfection basin effluent). Error bars represent high and low values from two experimental replicates. The bars on top are enlarged portions of the histogram on the bottom, in order to make fipronil-desulfinyl masses visible. Fipronil-desulfinyl concentrations are estimated, near the detection limit. Sludge streams are omitted, as their mass contributions are negligible (n = 2 ). mmol
  • 27. Results 27 Figure 7. (A) Average daily mass loads of fiproles over five days, where error bars represent standard deviations (n = 10). (B) Daily mass loads of wetland (WL) influent and effluent streams on days 1 and 5, respectively, where error bars represent max/min values (n = 2); the hydraulic retention time of the wetland was 4.7 days. The right-hand y- axis is expressed as grams of fipronil per day. 47 ± 13% total fiprole reduction No discernable change
  • 28. Discussion • Total fiprole mass discharge = 7.9 Σf g/day (into wetland) = 6.3 lb/yr
  • 29. Calculating annual mass discharge 20 𝑛𝑔 𝐿 × 3.785 𝐿 𝑔𝑎𝑙 × 106 𝑔𝑎𝑙 𝑀𝐺 × 75 𝑀𝐺 𝑑 × 365𝑑 × 10−12 𝑘𝑔 𝑛𝑔 × 2.2 𝑙𝑏 𝑘𝑔 = 𝟒. 𝟔 𝒍𝒃
  • 30. Discussion 30 • The entire volume of AG fipronil in the U.K. during peak use was about 124 kg/yr (273 lb/yr) • The estimated, extrapolated discharge by US WWTPs is 520 kg/yr (1140 lb/yr)
  • 31. Discussion 31 While the amount of fipronil inadvertently discharged into the environment in the form of treated wastewater is alarmingly high, it is unclear how wastewater contributes to the fiprole pollen loads in angiosperms, the body burdens of aquatic organisms, or the toxicological effects for other non-target organisms. Further research is needed to link the fiprole load in wastewater effluents to plant uptake and non-target organism exposure and effects.
  • 32. Conclusions •Conventional wastewater treatment is not efficient at removing fiproles. •Reduction in parent compound mass may coincide with degradate formation (sulfone, in particular). •Total fiprole levels re-entering the environment from wastewater treatment are toxicologically relevant and may impact biota. 32
  • 33. Future research needed • Modeling uptake of fiproles in plants and food chain • Risk assessment needed in order to determine ecotoxicological effects 33
  • 34. Acknowledgements • Dr. Rolf Halden, PI • Dr. Arjun Venkatesan • Akash Sadaria • Edward Reyes • Top secret collaborators 34