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GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL...

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DETERMINATION OF METHYLMERCURY FLUX FROM ONONDAGA LAKE SEDIMENTS USING FLOW-THROUGH REACTORS GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY
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Page 1: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

DETERMINATION OF METHYLMERCURY FLUX FROM ONONDAGA LAKE

SEDIMENTS USING FLOW-THROUGH REACTORS

GREGORY ALBERT E. GALICINAODEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING

MICHIGAN TECHNOLOGICAL UNIVERSITY

Page 2: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

STUDY SITE: ONONDAGA LAKE

-surface area: 11.7 km2

-mean depth : 12.0 m

-maximum depth: 20.5 m

-short retention time: flushes 2.5 to 4.0 times each year

-distinguished by two depositional basins, with a saddle region between them

-littoral zone occupies only a small area of the lake relative to the profundal sediments

-eutrophic and dimictic

-during summer and winter, the thermally- layered Onondaga Lake also has a sulfidic (>10 mg S·L-1) and anoxic hypolimnion

Page 3: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

OTHER WATER QUALITY PROBLEMS

•ammonia, nitrate and phosphorus

•presence of pathogenic microorganisms

•high levels of PCBs, calcium chloride, mercury and other trace metals

•minimum dissolved oxygen concentration standard (4 mg·L–1) is frequently violated

•Mercury.......

Onondaga Lake (sign not to scale)

Testimony to the U.S. Senate has described Onondaga Lake as one of the most polluted in the country – perhaps the most polluted.

Hennigan, R.D., 1990. America's Dirtiest Lake. Clearwaters 19: 8-13.

Page 4: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

METHYLATION AND METHYLMERCURY

*picture courtesy of Dr. Betsy Henry, Exponents

-conversion of Hg to methylmercury (MeHg) when a methyl group transfers from an organic compound to a mercury ion

-net methylation is optimal in the absence of oxygen

• elemental mercury

• Ionic mercury

• Organic mercury

-Mercury: a toxic substancefound naturally or as a contaminant introduced to the environment

Page 5: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

MERCURY & METHYLMERCURY

*picture courtesy of Betsy Henry, Exponents

-MeHg Bioconcentration Factor: 104 to 107

-methylmercury: microbially-mediated reactions convert Hg to MeHg, a highly toxic form

Page 6: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

HISTORY OF MERCURY POLLUTION

-Industrial waste generated and discharged to the lake by two chlor-alkali facilities

-75,000 kg from 1946-1970 -Allied Signal was ordered to reduce external loadings from 10 kg·day-1 to 0.5 kg·day-1 in 1970

-Chlor-alkali production operations halted in 1988

-Largest sources of Hg to the lake are: Ninemile Creek (7.1 kg.year-1), the METRO wastewater treatment plant (3.8 kg.year-1) and Onondaga Creek (1.8 kg.year-1) and unquantified amount from upland sources & resuspended sediments

+ anode

Hg cathode

carbonelectrode

Cl2

26% NaCl

24% NaCl

sodium amalgam, NaHg

H2

HgH2O

50% NaOH

THE CHLOR-ALKALI PROCESS

*picture courtesy of Dr. Martin T. Auer

Page 7: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

MERCURY IN ONONDAGA LAKE TODAY

-mercury concentrations in the lake remain high

• water :• sediment :• fish :

-It still contains very high levels of HgT at 2-25 ng·L-1 Hg and 0.3-0.7 ng·L-1 of methyl mercury (MeHg)

-Hg concentration measured in lake fish also exceeded federal food limits set by the US Food and Drug Administration of 1 μg.g-1

-catch & release policy

*pictures courtesy from Dr. Betsy Henry

Page 8: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

MERCURY IN ONONDAGA LAKE TODAY

....All roads lead to SEDIMENT as the possible culprit

*pictures courtesy from Dr. Betsy Henry

0

5

10

15

20

0 4 8 12 16 20

Dep

th (m

)

MeHg (ng·L-1)

Page 9: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

LAKE RESTORATION EFFORTS:

-Closure of the Allied Signal chlor-alkali plants

-Bottom sediments and adjacent sites were assigned to the Federal Superfund National Priorities List

-Clean-up of upland sites has been completed wherein 8,500 tons of soil were treated

-Wetland Restoration was completed in 2007

-Groundwater Collection System/Barrier Wall—barrier wall construction has begun and groundwater treatment is in progress

Innovative Soil Washing Technology

*pictures courtesy from Dr. Betsy Henry and http://www.cnylink.com/news_images/lrg/onondagaoutletweb.jpg

Page 10: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

THE NEXT STEPS

•Dredging and Capping of Contaminated Lake Sediments-dredge 2.65 million cubic yards (SMU 1-7)-20% of the bottom area will be covered with clean sediment-isolation cap over 425 acres

•Monitored Natural Recovery-sequestration and burial will ultimately isolate contaminant from the lake water and reduce Hg concentrations, exposure, and mobility -Probable Effects Level (PEL) is set in Onondaga Lake to be attained

*picture courtesy of Betsy Henry, Exponent

Sediment Management Units (SMU) in Onondaga Lake

Page 11: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

Long Term Recovery

What do we do while the lake approachesits new equilibrium?

*pictures courtesy of Dr. Martin T. Auer

Protect the ecosystemFrom MeHg flux

•Electron Acceptor Amendment-chemical-augmentation by adding oxygen and nitrate

Page 12: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

INTERIM MANAGEMENTOF CONTAMINATED LAKE SEDIMENTS: ELECTRON ACCEPTOR AMENDMENT

-2

8

18

28

38

48

58

0 2 4 6 8 10

Fate of mercury in the sediments:Advection in Sediments > Diffusion

Engineered solution: Chemical Augmentation

Page 13: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

SULFATE REDUCTION & METHYLATION

•Electron-donor (carbon)

•Electron acceptor (sulfate)

•Bioavailable species of inorganic Hg (HgS0)

C

O

S

N

HgmgS

2- L

-1ngM

eHgL

-1

0

5

10

15

20

0

2

4

6

8

22 4 2 2 2( )C H O SO H S CO H O

Page 14: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

THE ROLE OF in METHYLATION

-Sulfate-Reducing Bacteria-principal methylators of mercury

SRB utilize sulfate as an electron acceptor in metabolizing organic carbon

-Hg2+ forms a neutrally-charged complex, HgS0

-Uncharged Hg-S complexes have fair lipid solubility and are relatively nonpolar.

-Sulfate-concentration:100-200 µM

-High levels of sulfate yield high concentrations of sulfide which has an inhibitory effect on methylation

C(H2O) SO4

NO3

O2

Page 15: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

INTERIM MANAGEMENTOF CONTAMINATED LAKE SEDIMENTS: ELECTRON ACCEPTOR AMENDMENT

SINK PROCESSES:

SORPTIONDEMETHYLATION

It is the sink processes that exert a major control on the flux of methylmercurytransported to the overlying water

-2

8

18

28

38

48

58

0 2 4 6 8 10

Page 16: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

THE ROLE OF ELECTRON ACCEPTORS in METHYLATION

2006

15

12

9

6

3

0

2.0

1.5

1.0

0.5

0

Apr May Jun Jul Aug Sep

O2

BumpNO3

Bump6

5

4

3

2

1

0

Oxy

gen

(mg

L∙-1)

Nit

rate

(m

gNL∙-1)

MeH

g (

ngN

L∙-1)

18 m

18 m

12-19 m

C(H2O)

O2

SO4

NO3

Page 17: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

As the sequestered mercury is buried, it passes through a sediment layer (sulfate reduction) favorable for methylmercury production with subsequent diffusion to the overlying water

-2

8

18

28

38

48

58

0 2 4 6 8 10

sulfideMeHg

Dep

th (

mm

)

mg S·L-1 and ng MeHg·L-1

*pictures courtesy of Dr. Martin T. Auer

Delete this page

Page 18: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

GAUGING ELECTRON ACCEPTOR AMENDMENT EFFICIENCY:USE OF FLOW-THROUGH INCUBATION CHAMBERS

OBJECTIVE: to demonstrate that addition of electron acceptors can inhibit MeHg flux from the sediments

FeedStock

Q C∙ in Q C∙

EXPERIMENTAL SET-UP

J

Page 19: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

THEORY AND OPERATION: MASS BALANCE

FeedStock

Q C∙ in Q C∙

EXPERIMENTAL SET-UP

J

in

dCV Q C Q C J Adt

0.0

0.2

0.4

0.6

0.8

1.0

0 2 4 6

Flo

w (

mL

min

∙-1

)

Days

0

1

2

3

1 2 3 4 5 6

Nit

rate

(mgN

L∙-1)

Days

0

2

4

6

8

10

12

1 2 3 4 5 6

Oxy

gen

(mg

O2.

L-1)

Days

Q

0.0

0.1

0.2

0.3

0.4

0 2 4 6

MeH

g (ng

.L-1 )

Days

ss

QJ C

A

Css

Page 20: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

A BASELINE FOR EVALUATING THE RESPONSE TO ELECTRON ACCEPTOR AMENDMENTS

ss

QJ C

A

Q

0

50

100

150

200

1a 2a 2c 4a 4b 4c 5c 5d 6c 6d 10a O2 10b

10c

NO3 1b

High

O2 +

Hi N

O3

2b 3a 3b 3c 5a 5b 6a 6b 7a 7bLo

w O2

+ NO

3

7c 8a 8b 9a 9b 9c 9d 10d

0/0

ng

.m-2.d

-1

Page 21: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

A BASELINE FOR EVALUATING THE RESPONSE TO ELECTRON ACCEPTOR AMENDMENTS

ss

QJ C

A

Q

“How much is the flux coming out of the lake sediments? How big is the ‘monster’? ”

0

30

60

90

120

150

Hypolimnetic Accumulation Rates

Porewater Calculations

Flow-through No/No

ng

.m-2.d

-1

Page 22: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

ELECTRON ACCEPTOR AMENDMENT

ss

QJ C

A

Q

0

40

80

120

160

200

Hi O2 + Hi NO3

Low O2 + NO3

No/No O2 NO3

ng

.m-2.d

-1

Page 23: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

DECREASING TREND IN MeHg RELEASE

ss

QJ C

A

Q

Recent 2008 data translates to a ∽85% decrease in MeHg flux over a four-year period

*Data provided by Upstate Freshwater Institute

0

200

400

600

800

1000

2005 2006 2007 2008

ng

.m-2.d

-1

Page 24: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

ELECTRON ACCEPTOR AUGMENTATION IN A LARGER CONTEXT

ss

QJ C

A

Q

Sediments serve as a repository of the “sins of the past”-Dr. Martin T. Auer

0

10

20

30

40

50

60

70

80

90

100

0 3 6 9 12 15

Net demethylation

Sulfate Reduction and Methylmercury Production

Page 25: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

ss

QJ C

A

Q

Less organic matter means less “fuel” topower the sulfate-reduction engine (and consequently methlyation of mercury)

0%

20%

40%

60%

80%

100%

1989 1991 1993 1995 1997 1999 2001 2003 2005 2007

aerobic metabolism

denitrification

sulfate reduction

methanogenesis

ELECTRON ACCEPTOR BUDGET OF ONONDAGA LAKE

•At the onset of 2004, there was a decrease in sulfate-reduction

•Advanced Nitrification program of METRO

* Data provided by Upstate Freshwater Institute

Page 26: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

ss

QJ C

A

Q

CONCLUSION

•Chemical-augmentation as an interim management procedure effectively inhibited the release of MeHg to the water column of Onondaga Lake

•Percent reduction of MeHg release after addition of oxygen and nitrate is between 65-97%

FUTURE WORK

•Further experimental work with nitrate additions is needed

•More research to characterize and identify which, between sorption or demethylation, is the controlling MeHg sink process

Page 27: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

ss

QJ C

A

Q

ACKNOWLEDGMENT

I want to thank the following people for making this project possible:

•Dr. Hand, Dr. Urban and Dr. Bagley for agreeing to be part of my committee

•Upstate Freshwater Institute , Syracuse University and Cornell University for collaborating with us in this research project

•Honeywell Inc.

•Jesse Nordeng, Rob Fritz and Dave Perram

•Denise Heiniken and the MTU Writing Center

•To my friends here at MTU

•To our Research Group: Brandon Ellefson and Phil Depetro and the undergraduate students, Justen Stutz, Adam Di Pietro & Ken Windsand

•To my family and friends

•To my great adviser, Dr. Martin T. Auer

•To God

Page 28: GREGORY ALBERT E. GALICINAO DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING MICHIGAN TECHNOLOGICAL UNIVERSITY.

ss

QJ C

A

Q

QUESTIONS?


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