Biogeochemistry of Capped Sediments

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Biogeochemical Controls on Contaminant Mobility in Contaminated Sediments Following In Situ Capping Dr. David Himmelheber Geosyntec

David W. Himmelheber, Ph.D.

Biogeochemical Controls on Contaminant Mobility in Contaminated Sediments Following In Situ Capping

Environmental Business Council of New England 21 October 2011

Introduction  Sediment contaminants

threaten health of aquatic organisms, wildlife, and humans  4,600 EPA Fish Advisories

restricting fish consumption from surface waters in 2010  44% of total lake acreage  41% of total river miles

Photograph by Skip Brown, www.nationalgeographic.com

USEPA. Fact Sheet: 2010 National Listing of Fish Advisories

 Remedial options for sediments have been limited  MNR  EMNR 3

 Removal  In Situ Treatment

 In Situ Capping

In Situ Capping

In Situ Capping: Clean material at the sediment-water interface Overlying Water

In Situ Cap

Bioturbation

Contaminated Aquatic Sediment 4

Resuspension

Diffusion Advection

Biogeochemistry of Capped Sediments  Presence of cap can perturb redox cycling  Implications for contaminant fate and transport Overlying Water

O2

In Situ Cap Aerobic mineralization of HOCs Oxyhydroxide binding of metals Reduction of nitroaromatics, chlorinated organics Reductive dechlorination Metal sequestration with S(s) Hg methylation

Contaminated Aquatic Sediment 5

Oxygen Reduction Nitrate Reduction Manganese Reduction

Aerobic

? Redox Transition Zone

cm

Anaerobic

m

Iron Reduction Sulfate Reduction Methanogenesis

Biogeochemistry of Capped Sediments Materials and Methods  Surficial sediment obtained from Anacostia River, Washington, D.C.  Elevated levels of PAHs, PCBs, metals

 Homogenized and stored at 4 °C

Images from MSN Virtual Earth

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6

Biogeochemistry of Capped Sediments Experimental Method

Capped Sediment Column • Packed with wet sediment

Freshwater

4 cm

ASTM C-33 Sand

7 cm

from the Anacostia River, Washington DC • Capped with ASTM C-33

concrete sand • 13 weeks of static incubation;

16 weeks upflow incubation simulated groundwater Q = 2.0 cm3 hr-1 v = 4.4 cm day-1; q = 2.4 cm day-1

7

7 cm Anacostia Sediment

5 cm

Biogeochemistry of Capped Sediment Analytical Method 19.05 mm

Redox conditions measured via Voltammetric Microelectrodes  Microelectrodes  Gold wire with Hg plated onto tip  Housed within glass tubing filled with epoxy

 Advantages:  Measure multiple analytes with virtually nonconsuming process  Minimizing sediment disturbance  Multiple profiles with time  High vertical resolution

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Brendel, P.J. and G.W. Luther, 1995. Development of a gold amalgam voltammetric microelectrode for the determination of dissolved Fe, Mn, O2, and S(-II) in porewaters of marine and fresh-water sediments. Environmental Science & Technology. 29, 3, 751-761. 8

Biogeochemistry of Capped Sediments Results – Controls

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-20

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-180 100

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O2, Mn2+, Fe2+, H2S ( M)

600

Depth (mm)

Depth (mm)

Water Anacostia sediment

100

Ferric-organic and FexSy complexes Curent Intensity (nA) (nA) – Current Intensity 100

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0

0

-20

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O2, Mn O2, Mn2+, Fe2+, ΣH2S (μM)

2+

300

400

500

600

, Fe2+, H2S ( M)

Cap-water interface O2

Cap-water interface Sediment-cap interface O2

 Uncapped sediment maintained redox stratification for duration of experiment 2+

Mn  Sand control maintained oxic conditions for duration of experiment 2+ 9

Fe H2S

Mn2+ Fe2+

9

Water

Curent IntensityIII (nA) Organic-Fe (aq) and FexSy(aq) complexes

0

0

Sand Control

x

C-33 Sand

(aq)

Depth (mm)

Uncapped Control Organic-FeIII Sediment and Fe Sy(aq) complexes

Cap-water interfa Sediment-water in Sediment-water in O22 O 2+ Mn2+ 2+ Fe2+ H22S S ΣH organic-FeIIIIII(aq) Organic-Fe (aq) FexxS Syy(aq) Fe (aq)

Biogeochemistry of Capped Sediment III III Organic-Fe and FexSxy(aq) Organic-Fe(aq) Sy(aq)complexes complexes (aq) and Fe

and(nA) Fe Curent CurentIntensity Intensity (nA) (aq) xSy(aq)

0 0

400

100 100

200 200

4040

Water

300

Organic-FeIII

300 300

Organic-Fe (aq) and FexSy(aq) complexes complexes – Curent Current Intensity Intensity (nA) (nA) 400 400 0

100

200

300

40

16 weeks upflow

13 weeks static

2020

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( M)

0

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-20

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-40

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-80

-100 -100

-100

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-120

-140 -140

-140

Depth (mm) Depth (mm)

Anacostia sediment

Sand Cap

0 0

0 0

100 200 200 300 300 400 400 500 500 600 600 100

0

100

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500

2+, Fe2+, ΣH S (μM) 2+ OH , SMn , Mn, Fe , Fe, , H ( M) O2, Mn , Fe2+, H2S ( M) O2O, 2Mn 2 22S2 ( M) 2+ 2+

2+2+

600

Cap-water interface Sediment-water interface Sediment-water interface O22 O 2+ Mn2+ 2+ Fe2+ H22S S ΣH

 Oxygen penetration limited to the upper few centimeters  Upward, vertical shift of biogeochemical processes into cap 10

Depth (mm)

complexes A)

)

ResultsIII – Static vs. Upflow

10

organic-FeIIIIII(aq) Organic-Fe (aq) FexxS Syy(aq) Fe (aq)

Biogeochemistry of Capped Sediment Microbial Colonization  Goal: Quantify microbes in capped sediment column to assess degree of colonization and diversity of microbes present  Bacteria present in all regions; Archaea present in most

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300

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0 1 2 3 4 5 6 7

-20 -40 -60

8

-80

9

-100

0 -20 -40 -60 -80 -100

10 -120

11

-140

1

2

0

3 100 4

200

5

300 6 4007

5008

Dissection number

O2, Mn2+, Fe2+, H2S ( M) 11

9 600

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9

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7

106 10

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105 10

5

109

40

0

Depth (mm)

400

1010

108 107

4 104 10

103 103 102 102

-120

101 101

-140

100 100

10 Sand

10

Bacteria Archaea

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Archaea N/D

100

Depth (mm) Gene copies / mL porewater

0

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10

Gene copies/ aqueous mL sample

Bacteria and Archaea

Organic-FeIII(aq) and FexSy(aq) complexes Curent Intensity (nA)

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10 5

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10 Sand

Dissection number Sand Cap

Sediment

10

Biogeochemistry of Capped Sediment Microbial Colonization  Bacteria with metal-reducing capabilities present in all regions 1010

% FeRB of Total Bacteria 0.4 4.0 2.7 4.1 6.3 8.7

7

1.2

8

3.8

9 10

6.9 0.2

109 Gene copies / mL porewater

Dissection Zone 1 2 3 4 5 6

108 107 106 105 104 103 102 101 100

1

2

3

4

5

6

7

8

9

10 Sand

Dissection number Sand Cap 12

Sediment

Biogeochemistry of Capped Sediment Microbial Colonization

• Increases in sulfate reducers in sediment • Methanogens comprised larger portion of

reflected geochemical data

Archaea in strongly anaerobic locations

Methanogens (and methane oxidizers) 10910

10

107 106 105 104 103 102 101

108

1077 10

10 1066 105

105 104

4 10 103 2

103 10 101 2

1

2

3

4

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9

10 100

10 Sand

Dissection number

1

Dissection 1 2 Zone % dsrA of Total 0.0 0.3 Bacteria

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3

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10

Dissection number 3

4

5

6

0.5

0.7

2.1

2.9

7

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10

1.6 22.2 22.3 6.7

Sand

109 108 107 106 105 104 103 102

1

2

3

4

101

100

Dissection 1 2 Zone % mcrA of Total 23.4 12.5 Archaea

5

6

7

8

9

10

Sand

100

Dissection number

101 Sediment

Sand Cap

Archaea mcrA

N/D N/D N/D

Gene copies / mL porewater

Gene copies / mL porewater

108

Gene copies/ aqueous mL sample

1089 10

109

100

1010

10

10

Sediment

Sand Cap

3 0

4

5

6

7

8

9

10

NA >100 92.5 57.9 75.9 >100 52.2

Biogeochemistry of Capped Sediment Knowledge Gained

 Capping induced a vertical, upward shift of biogeochemical processes  Bacteria and Archaea indigenous to sediment colonize cap

 Implications for contaminant fate and transport  Metal mobility  Reducing zone elongated – more opportunities for reducing processes

Overlying Water In situ Cap

 Active cap development

Aerobic

Microbially-Active Cap

Anaerobic

Indigenous Microorganisms + Redox Zones

 Reducing processes favorable versus oxidative processes Contaminated Aquatic Sediment 14

O2

Anaerobic

Anaerobic

Application of Knowledge Onondaga Lake, NY

SMU 5

 Partial dredging and isolation cap remedy  Uncertainty regarding contaminant breakthrough of cap  BTEX, chlorobenzenes (DCB + MCB), naphthalene + other PAHs, phenol  Potential for contaminant biodegradation within cap? 15

Remediation SMU 4 Area A

SMU 8 SMU 3

Remediation Area B

Remediation Area C

SMU 2

Remediation Area E

SMU 6

SMU 1 Remediation Area D

SMU 7

Case Study Schematic of Cap Design

Overlying water column – zero concentration

Sediment Water Interface

Onondaga Lake high foc1

Model predicted contaminant concentration and flux

Habitat Layer (12” minimum)

low foc

Chemical Isolation Layer (12” minimum)

Sediment

Note: 1) foc – fraction organic carbon 2) Biological decay explicitly modeled for phenol, considered qualitatively for other compounds

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Bioturbation & Bioirrigation Adsorption Advection Diffusion Dispersion Biological Decay2

Case Study Basis for Biotreatability Testing



Initial design incorporated concurrent anaerobic biodegradation of chlorobenzenes, BTEX and naphthalene in sediment cap



Literature suggests:  Dechlorination of chlorinated benzenes can occur under anaerobic conditions

 Degradation of BTEX & naphthalene under aerobic conditions  Slower degradation of BTEX & naphthalene under anaerobic conditions

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Case Study Treatability Testing for Biodegradation  Constructed microcosms with sediment from different locations  Spiked with target COPCs  Total of 70 treatments, each in triplicate  No amendments (anaerobic)



Sterile controls

 Sulfate amendment



Temperature (12C vs 20C)

 Nitrate amendment



pH

 Aerobic (air amendment)



Subsamples within areas

 Electron donor amendment



Amendment with other sediment

 Monitored for over 400 days

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Case Study Treatability Testing for Biodegradation

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Case Study Results - Sediment Location A

Anaerobic Sterile Control benzene 1,2-DCB

MCB

20

1,3-DCB

1,4-DCB

Case Study Results - Sediment Location A

Anaerobic Sterile Control

naphthalene

BTEX

21 21

Case Study Results - Sediment Location A

Anaerobic with No Amendment MCB

benzene

1,2-DCB

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1,3-DCB

1,4-DCB

Case Study Results - Sediment Location A

Anaerobic with No Amendment naphthalene

benzene

toluene

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ethylbenzene

xylenes

Case Study Results - Sediment Location A

Aerobic Amended with Oxygen

1,2-DCB

MCB

1,3-DCB

1,4-DCB

benzene 24

24

Case Study Results - Sediment Location A

Aerobic Amended with Oxygen toluene

ethylbenzene benzene xylenes

naphthalene 25

25

Case Study Results - Sediment Location B

Anaerobic with No Amendment MCB

benzene

1,2-DCB

26

1,3-DCB

1,4-DCB

Case Study Results - Sediment Location B

Anaerobic with No Amendment Rep 3 MCB benzene

1,4-DCB 1,2-DCB

27

1,3-DCB

Case Study Results - Sediment Location B

Anaerobic with No Amendment Rep 2 MCB benzene

1,3-DCB 1,2-DCB

28

1,4-DCB

Case Study Results - Sediment Location B

Anaerobic with No Amendment Rep 1

MCB benzene

1,3-DCB 1,2-DCB

29 29

1,4-DCB

Case Study Results - Sediment Location B

Anaerobic with No Amendment naphthalene

toluene

30

ethylbenzene

benzene

xylenes

Case Study Results - Sediment Location C

Anaerobic with No Amendment

benzene

31

Case Study Major Conclusions

 Microcosms show rapid dechlorination of DCB and biodegradation of toluene and phenol under unamended anaerobic conditions  Longer-term sampling shows dechlorination of MCB in some microcosms and degradation of ethylbenzene and xylenes  Also indication of benzene degradation in tests without DCB or MCB  Amendment with nitrate or sulfate promotes degradation of BTEX and naphthalene  Aerobic tests showed rapid biodegradation of BTEX, naphthalene and CB

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 Some biodegradation of DCB but slower than under anaerobic 32 conditions

Case Study Major Conclusions

 Anaerobic biodegradation of contaminants will contribute significantly to cap longevity  Challenging to develop explicit biotransformation rates for modeling  Relatively rapid biodegradation in aerobic zone can reduce exposure to sediment biota  Degradation will occur at different depth intervals and sampling in exposure zone relevant to assess risks 33 33

Overall Implications  Better understanding of contaminant fate/transport within sediment caps  Reduced uncertainty regarding contaminant breakthrough

 Contaminant biotransformation can be a key component of a remedy (EMNR, MNR, capping)  Treatability tests and contaminant fate/transport models can help predict cap/remedy performance

34 34

Questions? Colleagues Georgia Tech – Joe Hughes, Kurt Pennell, Martial Taillefert, Frank Löffler Geosyntec – Tom Krug, Jeff Roberts

Further Information Himmelheber et al., 2007. Natural Attenuation Processes During In Situ Capping. ES&T, 41: 5306-5313. Himmelheber et al., 2008. Spatial and Temporal Evolution of Biogeochemical Processes Following In Situ Capping of Contaminated Sediments. ES&T, 42: 4113-4120. Himmelheber et al., 2009. Microbial Colonization of an In Situ Sediment Cap and Correlation to Stratified Redox Zones, ES&T, 43: 66-74. Himmelheber et al., 2011. Evaluation of a Laboratory-Scale Bioreactive In Situ Sediment Cap for the Treatment of Organic Contaminants. Water Research, 45: 5365-5374. 35