considerations for large and small presentation overview

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2/25/2016 1 Considerations for large and small utilities for addressing emerging contaminants from upstream sources Detlef Knappe Professor of Civil, Construction, and Environmental Engineering North Carolina State University ([email protected]) Students and post-doc: Elisa Arevalo, Amber Greune, Catalina Lopez-Velandia, Mei Sun Funding: National Science Foundation, NC Water Resources Research Institute, NC Urban Water Consortium Freshwater in the North Carolina Coastal Plain, New Bern, NC, February 16, 2016 Presentation Overview Upstream sources The Universe of Chemicals Example contaminants of concern Bromide 1,4-Dioxane Perfluoroalkyl substances Implications

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Page 1: Considerations for large and small Presentation Overview

2/25/2016

1

Considerations for large and small utilities for addressing emerging

contaminants from upstream sources

Detlef KnappeProfessor of Civil, Construction, and Environmental Engineering

North Carolina State University([email protected])

Students and post-doc: Elisa Arevalo, Amber Greune, Catalina Lopez-Velandia, Mei Sun

Funding: National Science Foundation, NC Water Resources Research Institute,

NC Urban Water Consortium

Freshwater in the North Carolina Coastal Plain, New Bern, NC, February 16, 2016

Presentation Overview

• Upstream sources

• The Universe of Chemicals

• Example contaminants of concern

– Bromide

– 1,4-Dioxane

– Perfluoroalkyl substances

• Implications

Page 2: Considerations for large and small Presentation Overview

2/25/2016

2

Increasing Reliance on Surface Water and Associated Water Quality and Treatment Challenges

Central Coastal Plain Capacity Use Area Trends 2007 2014

Population 198,362 219,966

Surface Water Sources (mgd) 13.4 21.8

Groundwater Source (mgd) 12.1 4.0

Drinking Water Derived from Surface Water (%) 52.5 84.6

Shift to surface water introduces new drinking water quality and treatment challenges:• Disinfection (pathogens in surface water)• Disinfection by-product formation (higher total organic carbon concentration, bromide

discharges from power plants and industries)• Unregulated contaminants

Shift to surface water also occurring outside of the CCPCUA. For example, Lower Cape Fear River Water and Sewer Authority provides water to:• Pender County Utilities• Brunswick County• Cape Fear Public Utility Authority

Upstream Sources• Point sources

– Municipal wastewater treatment plants• Industrial wastewater inputs• Landfill leachate• Coal ash leachate• Coal/oil/gas extraction

wastewater

– Industrial wastewater treatment plants

– (Coal-fired) power plants

• Non-point sources– Urban stormwater– Agricultural runoff– Land application sites for wastewater treatment plant biosolids– Contaminated groundwater discharge– Dry and wet deposition of air pollutants

Page 3: Considerations for large and small Presentation Overview

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Bromide (Br -)

http://www.epa.gov/eg/steam-electric-power-generating-effluent-guidelines-2015-final-rule

http://www.heddels.com/dictionary/sulphur/

Bromide is a precursor for disinfection by-products (DBPs)

• Cl2 + H2O HOCl + H+ + Cl-

• HOCl + Br- HOBr + Cl-

• DOM + HOCl + HOBr trihalomethanes (THMs) + haloacetic acids (HAAs) + …

http://water.usgs.gov/edu/pictures/color-tannin-sediment.jpg

Page 4: Considerations for large and small Presentation Overview

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Trihalomethanes (THMs)

• ChloroformMolecular weight = 119.4 g/molOne-in-a-million cancer risk: -

• BromodichloromethaneMolecular weight = 163.8 g/molOne-in-a-million cancer risk: 0.6 mg/L

• DibromochloromethaneMolecular weight = 208.3 g/molOne-in-a-million cancer risk: 0.4 mg/L

• BromoformMolecular weight = 252.7 g/molOne-in-a-million cancer risk: 4 mg/L

Drinking water standard:S THMs 80 mg/L

Effect of bromide concentration on THM speciation

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Raw Water Bromide Concentration (mg/L)

CHCl3 BDCM DBCM CHBr3

Page 5: Considerations for large and small Presentation Overview

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Bromide Impact on THM Compliance

• Bromide reacts with HOCl to form HOBr

• HOBr shifts speciation to brominated DBPs

• Bromine weighs 2.25x chlorine….so shift towards brominated DBPs leads to higher DBP mass concentrations

Quarter 3, 2003

(Raw Bromide = 50 µg/L)

Quarter 3, 2012

(Raw Bromide = 106 µg/L)

µmol/L µg/L Percent µmol/L µg/L Percent

Chloroform 0.44 53 68% 0.21 25 27%

Bromodichloromethane 0.11 18 23% 0.20 32 34%

Dibromochloromethane 0.03 7 9% 0.14 29 31%

Bromoform 0 0 0% 0.03 7 8%

TTHM 0.58 78 100% 0.57 93 100%

Bromide and SpeciatedTHM data for 4th quarter of 2013

Page 6: Considerations for large and small Presentation Overview

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0.00

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TTH

M C

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(mg/

L)

TTHM - Madison TTHM - Eden

Scrubber placed into service

Dan River, NC• Wet flue gas desulfurization

scrubber went online in 2008• No baseline bromide data• 2011 bromide levels in Dan

River at Eden reached 430 μg/L

Eden, NC:• <20% brominated

THMs in 2006• >95% brominated

THMs in 2011

Bromide Management Considerations

• Advocate for discharge limits on bromide (e.g. work with AWWA, contact DEQ)

• Manage hydraulic residence time in clearwell– Sufficient contact for disinfection

– Limit excessive contact to control DBP formation

• Install tank aeration systems to strip out THMs in clearwell and/or storage tanks

• Chloramination can help with compliance of existing DBP regulations, but need to carefully manage– Nitrification in distribution system

– Potential lead corrosion problems

– Formation of nitrosamines and other N-DBPs

Page 7: Considerations for large and small Presentation Overview

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1,4-Dioxane

1,4-Dioxane – Background Information

• Sources

– Solvent stabilizer (declining, mostly GW pollution)

– Industrial solvent

– By-product of manufacturing processes involving ethylene oxide

• EPA’s Third Unregulated Contaminant Monitoring Rule (UCMR3)

– Detected nationwide in 11.6% of 32,740 drinking water samples

– 6 of the 12 highest concentrations occurred in NC (all derived from Cape Fear River water)

Page 8: Considerations for large and small Presentation Overview

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1,4-dioxane cancer risk

• Likely human carcinogen (EPA IRIS database)

• Lifetime consumption of drinking water containing

– 0.35 mg/L = 1:1,000,000 excess cancer risk

– 3.5 mg/L = 1:100,000 excess cancer risk

– 35 mg/L = 1:10,000 excess cancer risk

• Comparison with disinfection by-products

– Bromodichloromethane: 0.6 mg/L = 1:1,000,000 risk

– Dibromochloromethane: 0.4 mg/L = 1:1,000,000 risk

• NC Surface Water Supply Standard (WS I – WS IV): 0.35 mg/L

• Standard violated in vast stretches of the Haw, Deep, and Cape Fear Rivers

Page 9: Considerations for large and small Presentation Overview

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0

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-Dio

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TreatedWater

1,4-Dioxane is not Removed in Conventional Water Treatment Plants

17

Avg. raw: 8.8 µg/LMax. raw: 36 µg/LAvg. treated: 8.7 µg/LMax. treated: 31 µg/L

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TreatedWater

Avg. raw: 2.8 µg/LMax. raw: 5.3 µg/LAvg. treated: 2.6 µg/LMax. treated: 4.6 µg/L

Pittsboro Fayetteville

0.35 μg/L 0.35 μg/L0

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Treated Water

1,4-Dioxane is Partially Oxidized by Ozone

18

0.35 μg/L

Avg. raw: 3.8 µg/LMax. raw: 7.7 µg/LAvg. treated: 1.2 µg/LMax. treated: 2.1 µg/L

Ozone oxidized 67% of influent 1,4-dioxane

Wilmington

Page 10: Considerations for large and small Presentation Overview

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• Miscible in water and essentially non-volatile

• Effectiveness of treatment processes– Not removed by conventional treatment

– Poorly adsorbed by activated carbon

– Only partially removed by reverse osmosis membranes

– Permanganate – very slow kinetics

– Ozone is somewhat effective (via hydroxyl radical generation)

– Among established treatment processes, advanced oxidation processes (O3/H2O2, UV/H2O2) may be the only effective treatment option

1,4-Dioxane – Treatability1,4-Dioxane Management Considerations

• Advocate for enforcement of existing NC stream water quality standard (0.35 mg/L)

• Advanced oxidation processes may offer a viable treatment option, but expensive

• A biological treatment option is showing promise in the research stage

Page 11: Considerations for large and small Presentation Overview

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Perfluoroalkyl Substances (PFASs)

Non-stick coatings

Grease- and oil- resistant coatings for paper products

Water repellent fabrics

Stain-resistant coatings for fabrics, carpets, and leather

Aqueous film forming foams

Perfluoroalkyl substances (PFASs) are organic compounds in which all C-H bonds are replaced with C-F bonds.

Perfluorocarboxylic acids (e.g. perfluorooctanoic acid,

PFOA or C8)

Perfluorosulfonic acids (e.g. perfluorooctane sulfonate,

PFOS)

Page 12: Considerations for large and small Presentation Overview

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PFASs have long half-lives in humans

• Half-lives in humans

– PFOA: 3.8 years

– PFOS: 5.4 years

– PFBS: 4 months

• Toxicokinetic differences for PFOA

– 17-19 days in mice

– 4 hours in female rats

To protect the public from adverse health effects, health based guidelines have been established.

EPA Provisional Health Advisory(subchronic exposure)

PFOS: 200 ng/L

C8: 400 ng/L

Health-based guidance level, New Jersey(chronic exposure)

C8: 40 ng/L

Page 13: Considerations for large and small Presentation Overview

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UCMR3 Data for NC (October 2015 status)

Compound EPA Method

MRL, mg/L

NC Detects

Perfluorooctanesulfonic acid (PFOS)

537 0.04 7 (max. 90 ng/L)

Perfluorooctanoic acid (PFOA) 537 0.02 9 (max. 30 ng/L)

Perfluorobutanesulfonic acid (PFBS)

537 0.02 0

Perfluorohexanesulfonic acid (PFHxS)

537 0.03 5 (max. 110 ng/L)

Pefluoroheptanoic acid (PFHpA) 537 0.01 26 (max. 50 ng/L)

Perfluorononanoic acid (PFNA) 537 0.09 0

18 out of 145 PWSs that submitted samples had detects (12.4%)

Land application of biosolids in watershed of a NC drinking water reservoir

PFOS = 720 ng/L

PFOA = 1020 ng/L

PFOS = 500 ng/L

PFOA = 966 ng/L

PFOS = 65 ng/L

PFOA = 109 ng/L

PFOS = ND

PFOA = ND

Data from A. Lindstrom, USEPA, RTP

Page 14: Considerations for large and small Presentation Overview

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PFAS Occurrence in CFR WatershedPFAS Concentrations in

Haw River at Bynum (Pittsboro source)

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PFNA

PFBS

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PFOS

Page 15: Considerations for large and small Presentation Overview

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PFOS Concentrations can Exceed EPA’s Public Health Advisory Level

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PFO

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Public Health Advisory Level

Potential Sources:1. Industrial Wastewater2. Landfill Leachate3. Land Application of Biosolids

No measurable PFAS removal by conventional and advanced treatment

PFAS Concentration (ng/L)

Page 16: Considerations for large and small Presentation Overview

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0.0

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C/C

0

Bed Volumes

TOC

UV254

C6

C8=PFOA

PFBS

PFHxS

PFOS

GAC Adsorption Effective for PFAS Control

Water: Settled OWASA water spiked with PFASs

GAC: Norit 1240EBCT: 7 minutes

PFAS Management Considerations

• Advocate for control of upstream sources

– NPDES discharges

– Test biosolids prior to land application

– Manage runoff from fire fighting (training) activities

• Install GAC adsorber

– Monitor TOC removal

– DBP precursor removal is an added benefit

Page 17: Considerations for large and small Presentation Overview

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Thank you!

Questions:

[email protected]

Wastewater percentage in Haw River at Bynum (Pittsboro Intake)

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Streamflow at Pittsboro Percent of flow from WWTPs

Page 18: Considerations for large and small Presentation Overview

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Bromide Concentrations and Streamflow (Haw River at Bynum)

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Bromide (ug/L)

2013 Data

TTHM Levels in Wilmington, NC Trend with Bromide Concentrations in Cape Fear River Source

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Page 19: Considerations for large and small Presentation Overview

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What do we know?

• Regulated contaminants (known knowns)

• Unregulated contaminants on our radar (known unknowns)

• The universe of chemicals (unknown unknowns)

?

MajorityofChemicalsNotTestedBeforeEnteringtheMarketUnknown unknowns

Woodruff, T. Identifying Cumulative Exposures to Chemicals in Pregnant Women –

Non-targeted Screening of Environmental Chemicals. PPTOX IV, Boston, MA, Oct. 26-29, 2014.

Page 20: Considerations for large and small Presentation Overview

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How safe are new chemicals?

Precautionary

principle:

"When an activity raises

threats of harm to

human health or the

environment,

precautionary measures

should be taken even if

some cause and effect

relationships are not

fully established

scientifically."