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New Uses for Old Chemistry Chemical Methods of Environmental Remediation
Presented by Cindy G. Schreier, Ph.D.
El Dorado Hills, California www.primaenvironmental.com
KMnO4
Iron
Na2S2O8
Ozone
About PRIMA Independent
laboratory Founded in 1998 Specializing in ◦ Treatability testing ◦ Innovative remediation
technologies ◦ Custom laboratory work
Woman-owned small business
Contamination of Groundwater
Common Contaminants Petroleum hydrocarbons ◦ Gasoline ◦ Diesel
BTEX ◦ Benzene ◦ Toluene ◦ Ethylbenzene ◦ Xylenes
Fuel Oxygenates ◦ Methyl t-butyl ether (MTBE) ◦ t-Butyl alcohol (TBA)
Common Contaminants Chlorinated solvents ◦ Tetrachloroethene, C2Cl4
◦ Trichloroethene, C2HCl3
1,4-Dioxane Hexavalent chromium, Cr(VI)
Solubilities and MCLs Contaminant Solubility in
Water, mg/L MCL, mg/L MCL, µmol/L
Benzene Toluene Ethylbenzene Xylenes
1,880 470 150
~ 150
0.001 0.15 0.3
1.78
0.013 1.6 2.8 17
MTBE TBA
26,000 Miscible
0.013 0.012**
0.15 0.12
PCE TCE
150 1,280
0.005 0.005
0.030 0.038
1,4-Dioxane Miscible 0.001** 0.011 Cr(VI) ~ 50,000 0.050* 0.96 MCL = Maximum Contaminant Level; values listed are for CA as of Nov 2008 * Total chromium ** Notification level
Common Remediation Options
In Situ Chemical Oxidation ◦ Catalyzed hydrogen peroxide (aka
Fenton’s Reagent) ◦ Ozone ◦ Permanganate ◦ Persulfate
In Situ Chemical Reduction ◦ Zero-valent iron (ZVI) ◦ Calcium polysulfide
Oxidation Potential Hydroxyl radical, •OH 2.7V Sulfate radical, SO4• 2.6V Ozone, O3 2.2V Persulfate, S2O8
2- 2.1V Hydrogen peroxide H2O2 1.8V Permanganate, MnO4
- 1.7V
Permanganate 3C2Cl4 + 4KMnO4 + 4H2O→ 6CO2 + 4KCl + 4MnO2(s) + 8HCl
COC Theoretical Demand (g KMnO4/g COC)
Tetrachloroethene (PCE, C2Cl4) 1.3 Trichloroethene (TCE, C2HCl3) 2.4 Dichloroethene (DCE, C2H2Cl3) 4.3 Vinyl chloride (VC, C2H3Cl) 8.4
C2HCl3 + 2KMnO4 → 2CO2 + 2KCl + 2MnO2(s) + HCl
Permanganate Limited to chlorinated
ethenes and some pesticides
Reacts relatively slowly with soil
Secondary Effects ◦ Oxidation of soil Cr to
Cr(VI) is common ◦ Pink water if
permanganate doesn’t decompose
Permanganate Decomposition of KMnO4 does not tell
you if COCs can be destroyed!
Soil treated with 38 g/L (76 g/kg) permanganate
All permanganate consumed within 1.5 hrs.
NO EFFECT on DDT or toxaphene.
Catalyzed Hydrogen Peroxide
Developed by HJH Fenton in 1890s as an analytical reagent
Generates hydroxyl and other radicals, which oxidize a wide range of organic compounds
Iron is a catalyst
Classical Fenton’s Reagent
Fe2+ + H2O2, pH < 4
Fe2+ + H2O2 +H+ → Fe3+ + HO• + H2O Fe3+ + H2O2 → Fe2+ + HOO• + H+
Catalyzed Hydrogen Peroxide
Common catalysts are iron EDTA or VTX (proprietary catalyst)
Similar effectiveness as classical Fenton’s Preferred in the field because pH adjustment not
needed
Modified Fenton’s Reagent
Catalyst + H2O2, near-neutral pH
Catalyzed Hydrogen Peroxide Reaction is exothermic Decomposition generates about
3.3L O2/L of 1%H2O2 ◦ Decomposition is rapid, may get
stripping of VOCs rather than destruction. This is addressed in lab testing.
◦ Off-gases may need to be managed.
Secondary effects ◦ pH changes/increase in sulfate ◦ Mobilization of metals ◦ Cr(VI) formation
Ozone
Used in water treatment for disinfection since early 1900s.
Reacts with broad range of contaminants including GRO, BTEX, PCE
Effective in saturated zone as well as unsaturated zone
Most likely/significant secondary effects ◦ Formation of Cr(VI) from soil Cr ◦ Formation of bromate from bromide
Ozone C2Cl4 + 2O3 + 2H2O → 2CO2 + 2O2 + 4HCl
COC Theoretical Demand (g Ozone/g COC)
Tetrachloroethene (PCE, C2Cl4) 0.6 Trichloroethene (TCE, C2HCl3) 1.1 Benzene (C6H6) 9.2 n-octane (surrogate for gasoline) 10 MTBE 8.2
C6H6 + 15O3 → 6CO2 + 15O2 + 3H2O
Ozone Column Tests Test O3 Applied
(g) O3 Consumed
(g) GRO
(mg/kg) DRO
(mg/kg) Control 0 0 483 5600 Nitrogen 0 0 43 5200 O3 – low 33 13 33 3600 O3 – med 67 32 9.9 170 O3 - high 108 33 31 340
Notes • 1 inch diameter x 6 inch long columns • 150 g soil per column • Flowrate ~ 125 mL/min • O3 concentration ~ 45 mg O3/L O2 • Test duration ~ 15 days
Ozone column test
Persulfate – S2O82-
Widely used in industry since at least 1940s ◦ Initiator of polymerization reactions ◦ Etchant and cleaning of circuit boards ◦ Booster in hair bleaching formulations ◦ Dye removal ◦ Secondary oil recovery as polymerization initiator and gel
breaker Environmental use began about 2005 ◦ May be activated or unactivated ◦ Activated has broader range of reactivity than unactivated ◦ Activators include heat, iron EDTA, H2O2, high pH (heat
and high pH used in TOC analysis)
Persulfate – S2O82-
S2O82- + activator → 2SO4
- • persulfate sulfate radical
Persulfate Activation
SO4- • + e- → SO4
2- sulfate
S2O8
2- + H2O → 2HSO4- + ½ O2
sulfuric acid oxygen
Persulfate Decomposition
Persulfate Reactivity and oxidant persistence depend upon
activator ◦ Alkaline activation (pH >10.5) and heat are most versatile ◦ Oxidation reactions relatively slow – days to weeks ◦ FeEDTA activated persulfate rapidly decomposes if pH <
~5 ◦ If H2O2 activation, usually either H2O2 or persulfate
decomposes quickly. Secondary Effects ◦ Changes in pH ◦ Increase in sulfate , sodium ◦ Increase in ORP, TDS ◦ Changes in dissolved metals ◦ Cr(VI) formation
Oxidation by Persulfate Analyte Units Control AP-HP AP-pH
Trichloroethene
µg/L 110,000 250 4,900
1,4-dioxane µg/L 20,000 2,300 2,000 Chloride mg/L 18 220 290 Cr(VI) mg/L < 0.001 < 0.001 0.19 Sodium persulfate g/L 0 0.4 9.8 Notes • Initial TCE = 210,000 ug/L; dioxane = 28,000 ug/L • AP-HP: 16 g/L sodium persulfate + 1% H2O2 • AP-pH: 24 g/L sodium persulfate, pH > 10.5 • Samples collected at 21 days • Off-gases collected from AP-HP test; 3.4% TCE volatilized
Zero-valent Iron (ZVI) Known in the corrosion industry since early
1900s “Discovered” by environmental industry in
1990 by Bob Gilham, University of Waterloo Removes wide variety of compounds ◦ Organics: chlorinated ethylenes and some
ethanes, chlorinated pesticides (DBCP, Dieldrin) ◦ Inorganics: Cr(VI), arsenic, nitrate, nitrite,
cyanide, metals Removal mechanisms include reduction,
adsorption, complexation, precipitation
Zero-valent Iron – PCE Removal
Reductive dehalogenation Ethene, ethane are primary end-products Lesser halogenated intermediates may
build up.
C2Cl4 + 2e + H+ → C2HCl3 Fe0 → Fe2+ + 2e C2Cl4 + Fe0 + H+ → C2HCl3 + Fe2+
ZVI Permeable Reactive Barrier
Direction of flow
Source
Contaminated water Impermeable barrier
Iron wall
Treated water
Zero Valent Iron Test
ZVI Column Results
Analyte Units Port
Influent Port #1 Port #2 Port #3 Effluent Contact Time min 0 44 87 130 170
VC µg/L < 40 < 20 < 5.0 < 1.0 < 1.0 1,1-DCE µg/L < 40 < 20 < 5.0 < 1.0 < 1.0 cis-DCE µg/L < 40 < 20 < 5.0 3.2 1.1 trans-DCE µg/L < 40 < 20 < 5.0 < 1.0 < 1.0 TCE µg/L < 40 37 34 1.5 < 1.0 PCE µg/L 4900 2300 640 < 1.0 < 1.0
Hexavalent Chromium, Cr(VI) Used extensively in plating May be naturally occurring (< 0.01 mg/L) Remediate by converting to Cr(III) Cr6+ + 3e Cr3+ Electron sources: ◦ Ferrous iron (Fe2+) ◦ Ascorbic acid (Vitamin C) ◦ Calcium polysulfide (CaSx) ◦ ORGANIC MATTER
Remediation of Cr(VI) in Soil
Injection Wells
Source Plume Liquid barrier
Initial soil Cr(VI): ~ 50 mg/kg Final soil Cr(VI): ~ 0.2-5 mg/kg
Treatment of Cr(VI) Impacted Soil
Chemistry in Environmental Science Analysis – many parameters must be
measured in soil, water and gas matrices Risk Assessment – understanding chemical
behavior aids understanding of risk Regulation – understanding of chemistry is
necessary to make rational, fair decisions regarding management of impacted sites
Remediation – chemistry needed to develop site conceptual model and identify potential remediation options and side effects
Summary / Conclusions Many chemical treatment options exist
to clean up the environment Most are well-known to chemists, but
new to environmental scientists Many opportunities for chemists in
environmental science
THANK YOU
Cindy G. Schreier, Ph.D.
El Dorado Hills, California www.primaenvironmental.com
KMnO4
Iron
Na2S2O8
Ozone