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Critical Review
Sulfidation of Iron-Based Materials: A Review of Processes and Implications for Water Treatment and Remediation Dimin Fan, Ying Lan, Paul G. Tratnyek, Richard L. Johnson, Jan Filip, Denis Michael O'Carroll, Ariel Nunez Garcia, and Abinash Agrawal Environ. Sci. Technol., Just Accepted Manuscript • DOI: 10.1021/acs.est.7b04177 • Publication Date (Web): 16 Oct 2017 Downloaded from http://pubs.acs.org on October 16, 2017
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Sulfidation of Iron-Based Materials: A Review of Processes and Implications for Water Treatment and Remediation
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Dimin Fan1, Ying Lan2, Paul G. Tratnyek2*, Richard L. Johnson2, Jan Filip3, Denis M. O’Carroll4, Ariel Nunez Garcia5, Abinash Agrawal6
4 5 6
1
Oak Ridge Institute for Science and Education (ORISE) Fellow, Office of Superfund Remediation and Technology Innovation, U.S. Environmental Protection Agency, 2777 Crystal Drive, Arlington, VA, 22202
7 8 9 10 11 12
2
OHSU/PSU School of Public Health, Oregon Health & Science University, 3181 SW Sam Jackson Park Road, Portland, OR 97239 3
13
4
14 15 16 17 18 19
Regional Centre of Advanced Technologies and Materials, Palacký University Olomouc, Šlechtitelů 27, CZ-78371 Olomouc, Czech Republic
5
School of Civil and Environmental Engineering, Connected Water Initiative, University of New South Wales, Manly Vale, NSW, 2093, Australia.
Department of Civil and Environmental Engineering, Western University, 1151 Richmond St., London, ON, Canada. 6
Department of Earth and Environmental Sciences, Wright State University, Wright State University, 3640 Colonel Glenn Highway, Dayton, OH 45435
20 21
*Corresponding author: Email:
[email protected], Phone: 503-346-3431
22 23 24
Keywords: Sulfidation, Zerovalent iron, ZVI, Iron sulfide, Mackinawite, Dechlorination, Groundwater, Remediation, Water treatment
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ABSTRACT Iron-based materials used in water treatment and groundwater remediation—especially micro- and nano-sized zerovalent iron (nZVI)—can be more effective when modified with lower-valent forms of sulfur (i.e., “sulfidated”). Controlled sulfidation for this purpose (using sulfide, dithionite, etc.) is the main topic of this review, but insights are derived by comparison with related and comparatively well-characterized processes such as corrosion of iron in sulfidic waters and abiotic natural attenuation by iron sulfide minerals. Material characterization shows that varying sulfidation protocols (e.g., concerted or sequential) and key operational variables (e.g., S/Fe ratio and sulfidation duration) result in materials with structures and morphologies ranging from core-shell to multiphase. A meta-analysis of available kinetic data for dechlorination under anoxic conditions, shows that sulfidation usually increases dechlorination rates, and simultaneously hydrogen production is suppressed. Therefore, sulfidation can greatly improve the efficiency of utilization of reducing equivalents for contaminant removal. This benefit is most likely due to inhibited corrosion as a result of sulfidation. Sulfidation may also favor desirable pathways of contaminant removal, such as (i) dechlorination by reductive elimination rather than hydrogenolysis and (ii) sequestration of metals as sulfides that could be resistant to reoxidation. Under oxic conditions, sulfidation is shown to enhance heterogeneous catalytic oxidation of contaminants. These net effects of sulfidation on contaminant removal by iron-based materials may substantially improve its practical utility for water treatment and remediation of contaminated groundwater.
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1. INTRODUCTION
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Just like “contaminants of emerging concern”, most emerging technologies or areas of research
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are not entirely new, but rather are of renewed interest because of other changes in science,
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technology, or social or market factors. Sulfidation exemplifies most aspects of this dynamic,
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ranging from increased appreciation of previously neglect research to heightened competition
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among simultaneously-initiated studies on this topic. The overall goal of this review is to show-
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case these dynamics, while at the same time advancing the field through meta-analysis of
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existing data, cataloging the current state-of-the-art, identifying knowledge gaps, and
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highlighting opportunities for future research and development.
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In general, “sulfidation” (or sulfidization) can refer to any modification or transformation
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of a metal-based material by exposure to sulfur compounds of various oxidation states, and is
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most commonly used in geochemistry, corrosion science, and material science for metals with
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strong affinities for sulfide. There are many such metals of environmental significance (Fe, Cu,
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Zn, Hg, Ag, Tc, etc.), but iron is by far the most prominent among these. The earliest
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(electronically indexed) example of this is the work by Rickard et al.1, 2 on the diagenesis of
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anoxic marine sediments. In that work, they explicitly defined sulfidation as the complex
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sequence of reactions leading from goethite (a-FeOOH), via metastable iron sulfides, to pyrite
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(FeS2). Since then, an extensive literature has been developed on Fe and S interactions in
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biogeochemical processes, mainly involving saturated soils and sediments, including
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groundwater, but also extending to hyporheic zones, wetlands, and stratified surface waters
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(e.g.3-6) A mostly separate, but fundamentally related and extensive body of literature concerns
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sulfidation in the context of oil, gas, and nuclear energy production, which has been motivated
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by the need to protect iron-based structures, such as pipelines and storage tanks, from both biotic
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and abiotic sulfur-induced corrosion.7-11
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In the last few years, interest in sulfidation for environmental applications has increased
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sharply because of the potential benefits in water treatment and remediation processes—
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including both reduction and oxidation reactions—resulting from controlled sulfidation of iron,
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largely nano-scale zerovalent iron (nZVI)12-23 and recently extended to include micro-scale
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zerovalent iron (ZVI)24, 25 and iron oxides (FeOx)26 (collectively referred to as “iron-based
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materials” in this review). However, the majority of these studies introduce the sulfidation
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concept from the perspective of material synthesis and improvement, often with inadequate
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appreciation and recognition of the fundamental similarities in chemistry between controlled and
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natural sulfidation processes. In fact, the emerging interest in controlled sulfidation of iron-based
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materials for water treatment stems from the convergence of two developments: (i) maturation
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and diversification of the use of ZVI/iron oxides for water treatment and (ii) the role of iron
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sulfide minerals in abiotic contaminant transformation process. Relevant literature in these two
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areas is scattered across thirty years of research on reactivity of iron and sulfur in
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biogeochemistry and environmental engineering. Therefore, it is informative to first summarize
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those areas of research that are—in the context of this review—precursors to recent
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developments of sulfidated iron-based materials for environmental applications.
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2. PRECURSORS TO IRON-BASED MATERIALS SULFIDATION
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Starting in the mid 1990s, the prospect of making permeable reactive barriers (PRBs) with ZVI
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for passive in situ remediation of contaminated groundwater plumes triggered a surge in research
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into the chemistry of this technology. Most of this work focused on the reduction of organic
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contaminants coupled to oxidation of the Fe0 with charge-transfer through the partially-
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passivating surface layer dominated by iron oxides.27 However, several groups recognized that S
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incorporated in the oxide layer could play a significant role in the overall reactivity of ZVI with
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contaminants, and reported preliminary results in favor of this hypothesis during the first
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symposium on contaminant degradation by ZVI at the 1995 ACS National meeting in Anaheim,
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CA, as well as in several peer-reviewed publications.28, 29 At the time, this work received little
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attention, even though it soon became evident that sulfide was abundant in ZVI PRBs due to
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stimulated microbial reduction of sulfate.30-39 While some other studies used dithionite to treat
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sediment and surface soil both in laboratory and in situ—and resulting in sulfidation effects on
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contaminant degradation—earlier work used dithionite mainly to reduce structural iron, and
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emphasized the reactivity of reduced iron with contaminants.40-42 Later, sulfidation of ZVI and
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its effects on dechlorination was investigated in a series of studies that included extensive
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characterization of the sulfidated iron phases, by spectroscopy and electrochemistry,43, 44 but
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even this work received little recognition at the time.
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Although ZVI has become the model system used in most studies of abiotic reduction of organic contaminants,45 the largely-independent, parallel literature on contaminant removal by
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reducing S(-II) species starts earlier and is nearly as extensive. The earliest work in this area was
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dominated by the dissertations of Barbash,46 Roberts,47 and Kriegmen-King,48, 49 which covered
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the mechanisms and kinetics of abiotic dehalogenation of alkanes and alkenes by aqueous sulfide
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and pyrite. Subsequent laboratory work focusing on freshly precipitated nanocrystalline
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mackinawite (FeS) has confirmed repeatedly that the high surface area FeS is reactive with
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halogenated organic compounds, such as carbon tetrachloride (CT), trichloroethene (TCE),
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tetrachloroethylene (PCE), and ethylene dibromide (EDB).50-62 Similarly designed laboratory
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studies have found that FeS can also be effective at sequestration of various metals, metalloids,
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and oxyanions, which occurs through a combination of reduction, adsorption and coprecipitation
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processes.63-72 These processes certainly apply to ZVI PRBs where sulfate reduction is often
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significant, but they also are relevant in scenarios where FeS forms under natural conditions,
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such as hyporheic zones6 and the rhizosphere in wetlands73. The full scope of potential
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applications of iron sulfides to groundwater remediation—including organics, metals, and
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radionuclides—was recently reviewed, with emphasis on the applications of FeS nanoparticles
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for optimal remedial performance.74
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The favorable effects of Fe/S combinations on contaminant degradation/sequestration
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identified from laboratory studies have recently been utilized in commercial technologies for in
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situ remediation of contaminated groundwater. One example of this is the process termed “in situ
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biogeochemical transformation” (ISBGT),75-77 which involves creating fresh, high surface area
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biogenic iron sulfides that react directly with chlorinated solvents. Another commercial
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application is a microscale ZVI (mZVI) product that contains a slow release sulfate source,
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which is designed primarily for in situ sequestration of metals. Upon injection of this product,
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the ZVI initially creates strongly reducing conditions, and microbial sulfate reduction is
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stimulated in the longer-term. This causes in situ sulfidation of ZVI, which favors precipitation
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of stable low solubility metal sulfide phases.78, 79
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The prior work on contaminant degradation with ZVI and FeS, which is summarized
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above, provides the foundation for recent work on contaminant transformations by sulfidated
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iron-based materials. In early work, sulfidation was considered only as an in situ and/or natural
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biogeochemical process; whereas interest in sulfidation is now also focused on formulating
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engineered materials that are composed of multiple phases—especially those based on nZVI—
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this process of material development, it is necessary to develop a fundamental understanding of
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the various sulfidation methods and their mechanisms.
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3. FUNDAMENTALS OF SULFIDATION
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3.1. Methods. Sulfidation has been performed using a variety of sulfidation agents, iron-based
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materials, and sulfidation process. The combinations that have been (or are soon to be) published
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are summarized in Table 1, arranged in order of decreasing average valence state on S in the
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sulfidation agent. Another important organizational theme in Table 1 is the sulfidation process
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used for sulfidation, which includes aqueous-solid, aqueous-aqueous, solid-solid, and gas-solid.
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The former two encompass the majority of the sulfidation studies conducted so far and thus will
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be the main focus of this review. The latter two methods represent recent and ongoing
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developments, which are included for the sake of completeness.
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Table 1. Methods of sulfidating iron-based materials for (ground)water treatment. Sulfidation Agent (S valence) a
Material Sulfidated
Sulfidation Conditions
References b
Sulfate SO42− (+VI)
Granular ZVI
34
FeOx
Aqueous-Solid (microbial)
Sulfur Dioxide SO2 (+IV)
nZVI
Gas-Solid
Dithionite S2O42− (+III)
nZVI
Thiosulfate S2O32− (+II) c Elemental Sulfur S0 (0)
156 157 158 159
75 80
Aqueous-Aqueous,
14-16, 19-21, 81-85
Aqueous-Solid,
86, 87
nZVI
Aqueous-Solid and Aqueous-Aqueous
18
FeOx
Aqueous-Aqueous
22, 26, 88
mZVI
Solid-Solid
Sulfide, bisulfide, and polysulfides S2− (−II)
nZVI mZVI
Thioacetamide H3CC(=S)NH2 (−II)
nZVI
25 12, 13, 17, 89
Aqueous-Solid
FeOx
24, 43 90
Aqueous-Solid
91
a
Average valence of sulfur in parenthesis. Precursory work, only representative references are included. c Average sulfur oxidation state does not represent the oxidation state of individual sulfur atoms in thiosulfate. b
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Aqueous-solid phase sulfidation processes involve reactions between dissolved sulfur
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species and solid iron materials, like ZVI. Commonly used aqueous sulfur compounds include
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sulfide (either biogenic or abiotic)12, 13, 17, 23, 34, 75, dithionite86, 87, and thiosulfate18. This process
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has been described as “post-synthesis” 18, and the resulting material is referred to as S-(n)ZVI
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hereafter. In contrast, aqueous-aqueous sulfidation processes start with soluble sulfur and iron
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species, in the presence of a strong reducing agent (e.g., NaBH4) if Fe(0) is desired. Both
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dissolved Fe(II) and newly formed Fe(0) may react concurrently with sulfur to form FeS. This
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process has been described as “one-pot synthesis”14 or “pre-synthesis sulfidation”18, and the
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resulting material is referred to as Fe/FeS hereafter. Most of the published studies that fall into
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this group used dithionite as the sulfidation agent source. The solution chemistry of this process
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is highly complex due to multiple reaction intermediates of dithionite; however, due to the ease
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of material preparation, this method has been frequently selected. In the absence of a strongly
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reducing agent and under high pH, sulfidated iron oxides are synthesized. 26, 88 The new and
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novel method of sulfidation by ball-milling ZVI and S(0) is a “two-step” process, but could form
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relatively uniform materials as the aqueous-aqueous method, depending on the degree of
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mechanochemical mixing.25
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3.2. Mechanisms. Most of what is known about sulfidation mechanisms applies to aqueous-
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solid sulfidation methods because of its analogy to sulfur induced corrosion, which has been
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extensively studied in the literature on corrosion of ferrous-metals in sulfidic environments.8, 9, 11
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Regardless of the sources of sulfur or iron, the reaction between the two is essentially a redox
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process at the aqueous-solid interface, governed by their thermodynamic equilibrium (Figure 1).
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Taking sulfide, the most common sulfur source, as an example, it serves as a reductant during
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sulfidation of Fe(III) oxides (e.g., goethite) by first reducing Fe(III) oxides to Fe(II) via
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interfacial electron transfer.4, 92 Sorbed sulfide is oxidized to form S(0). If excess aqueous sulfide
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is available, it reacts with the produced Fe(II) to form FeS,2 and FeS may continue to transform
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to greigite (Fe3S4) and/or pyrite (FeS2).93 As for sulfidation of ZVI, the process resembles sulfur-
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induced corrosion under alkaline conditions,44 which proceeds via two steps.44, 94-96 The initial
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step involves rapid adsorption of HS- onto the Fe(0) surface, replacing previously adsorbed OH-
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(eq. 1), which then forms a thin layer of FeS film on the surface of Fe(0) (eq. 2 and 3).
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) ) Fe − OH&'( + HS ) ↔ Fe − HS&'( + OH )
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) Fe − HS&'( ↔ Fe − HS&'( + 2𝑒 )
(2)
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Fe − HS&'( → Fe II − S2)3 + x HS ) + 1 − x H -
(3)
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The enhanced localized acidity (eq. 3) can induce localized corrosion of Fe(0), which produces
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dissolved Fe(II) that then reacts with HS- to form additional FeS. It has been suggested that the
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morphological characteristics and protectiveness of the FeS film resulting from these two
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processes of FeS formation are very different.94, 95 Depending on the sulfidation conditions and
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duration, the FeS resulting from aqueous precipitation can be either highly corrosive or
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protective.95-97 The implication of these dynamics to contaminant transformation by sulfidated
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iron-based material will be discussed in more details later (Section 5 and 6).
200 201 202 203 204
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Figure 1. Eh-pH diagram for the Fe-S-H2O system at 25°C. Hematite and pyrite are suppressed. Figures were drawn with fixed-concentration species (A: [ST] = 10−6 M, B: [FeT] = 10−6 M), and contours representing total ions (A: [FeT], B: [ST]) were showed in different colors: yellow = 10-6 M, red = 10-5 M, and blue = 10-4 M.
Compared to sulfide, the sulfidation mechanisms by dithionite are more complicated due
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to its complex aqueous chemistry and possibly additional interactions between Fe(0) and
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dithionite or its sulfur intermediates. It is well documented that dithionite at low pH mainly
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undergoes disproportionation to form thiosulfate (eq. 4) and sulfite, whereas it is relatively stable
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at high pH and slowly decomposes to sulfite and sulfide (eq. 5). Either scenario could be relevant
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depending on whether dithionite is used in aqueous-aqueous or aqueous-solid sulfidation. The
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acidic and gradually rises to alkaline as reaction proceeds, which may result in different sulfur
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species at different stages of particle formation. For aqueous-solid sulfidation, dithionite is added
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to the nZVI suspension that is already alkaline after synthesis (due to synthesis reaction), where
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Fe(0) may accelerate the decomposition reaction of dithionite by precipitating aqueous sulfide to
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form FeS. Given the difficulty in tracking and quantifying various sulfur containing
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intermediates, explanations of the mechanism of sulfidation remained speculative and the
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reaction stoichiometry is unclear.
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7) ) 2 S7 O7) 8 + H7 O → S7 O9 + 2 HSO9
(4)
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7) ) 7) 3 S7 O7) + 3 H7 O 8 + 6 OH → 5 SO9 + S
(5)
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Thiosulfate (S2O32−), a strong corrosion promotor under acidic conditions,8 is relatively
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stable at high pH, which is more relevant to the aqueous-solid sulfidation scenario. However, in
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the presence of Fe(0), thiosulfate is readily reduced to HS-, which is more stable according to the
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thermodynamic speciation modeling.8 Experimental evidence for this was presented in an early
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study on corrosion of Fe-17Cr alloy by thiosulfate at (circum)neutral pHs.98 In that study, it was
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found that thiosulfate was only corrosive when reduced to sulfide, and that the reduction reaction
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only occurred on the bare surface of the metal, not on the passive film, suggesting that the metal
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might be the source of the reductant. If these results apply under environmental conditions, Fe(0)
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should reduce thiosulfate to sulfide before sulfidation takes place. Similar redox reactions may
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also occur for gas-solid sulfidation (e.g., between pre-formed Fe(0) and sulfur dioxide at elevated
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temperature80) and solid-solid sulfidation (e.g., between Fe(0) and elemental sulfur (S(0)) by
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mechanochemical processes such as ball milling25).
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4. CHARACTERIZATIONS OF SULFIDATED IRON-BASED MATERIALS
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Compared to the material characterizations conducted in the precursory work on sulfidation of
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iron-based materials which was mostly limited to identifying FeS minerals in ZVI-based
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PRBs,30, 33, 34 more recent studies on sulfidation of iron-based materials (mostly nZVI) have
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placed greater emphasis on qualitative and quantitative characterizations of the properties of
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sulfidated materials. These materials were prepared under a wide range of conditions—including
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processes, operational and experimental variables—some of which are summarized in Table 1.
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A holistic examination of these characterization results is presented below to identify common
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features and differences to determine the major factors that control properties of sulfidated
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materials. The following section focuses on two most relevant aspects of characterizations
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featuring nZVI as an example: mineralogy and morphology. Other characterization methods
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have been used—such as electrochemistry15, 81, 99—but are not included.
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4.1. Bulk Mineralogy and Surface Composition. Bulk characterizations of mineralogy and
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composition of sulfidated nZVI mainly concern two parts: the characteristics of FeS and the
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amount of Fe(0) remaining. The FeS phase formed in sulfidation studies are mainly amorphous
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or nanocrystalline mackinawite, according to X-ray diffraction (XRD) data.12, 20, 83 It is usually
249
the first metastable iron sulfide phase formed in sulfidic environments.2 Further transformation
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to crystalline mackinawite and more stable pyrite requires extended period of reaction time that
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is often more relevant in corrosion studies.90, 97, 100 Given the limited utility of XRD in
252
characterizing amorphous phases and phases present in low content (e.g., as a thin surface layer),
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X-ray photoelectron spectroscopy (XPS) is usually used to probe the changes of surface species
254
and chemical states that take place on the surface of sulfidated materials. Comparing the XPS
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spectra collected in various studies shows consistency in the S2p XPS spectra of sulfidated nZVI,
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generally indicating the presence of monosulfide (S2−), disulfide (S22−), and other polysulfide
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species, regardless of sulfur sources or processes.12, 14, 17, 18, 20, 81, 86 In contrast, their Fe 2p spectra
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counterparts can be clearly divided into two groups (Figure S1). One group shows much lower
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FeS peak than the other, suggesting lower surface abundance of FeS.12, 14, 82, 86 It was found that
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the spectra with weak FeS signal mainly came from studies that either used aqueous-aqueous
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sulfidation or used aqueous-solid sulfidation but with short sulfidation duration; whereas a larger
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FeS peak was observed only in studies that utilized high S/Fe ratio and long sulfidation duration.
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This is expected because aqueous-aqueous sulfidation results in simultaneous precipitation of
264
FeS and Fe(0) and hence more uniform distribution of S. For aqueous-solid sulfidation, longer
265
sulfidation duration may accumulate more FeS on the surface, leading to a larger peak from FeS
266
and shielding of the spectral band of Fe(0).
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The remaining Fe(0) content after sulfidation is the other important parameter, as Fe(0)
268
accounts for the majority of the reducing capacity of nZVI. Although it is expected that the
269
remaining Fe(0) would decrease with increasing S/Fe ratio, several studies have shown that the
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degree of sulfidation plateaued beyond a given S/Fe ratio. For example, for laboratory prepared
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nZVI, Mössbauer spectra of S-nZVI showed that a S/Fe ratio of 1.12 after 24 h sulfidation
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resulted in only 10% of Fe(0) transforming to FeS, which is the same as the S/Fe ratio of 0.112,
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likely due to inhibited corrosion at high S/Fe ratio.12 A similar observation was also reported for
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nZVI synthesized on carboxylmethylcelluose (CMC-nZVI)—using hydrogen measurements
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after acidification—that the low and high S/Fe ratio (0.33 and 1) recovered similar amount of
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Fe(0) when sulfide was used for sulfidation.13 However, when dithionite was used for
277
sulfidation, substantially more Fe(0) is converted to FeS at both low and high S/Fe ratios,
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suggesting that dithionite is a more aggressive sulfidation reagent than sulfide.13
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4.2. Microscopic Structure and Morphology. Microscopic characterizations from existing
280
sulfidation studies further support the bulk characterization results by showing that the type of
281
sulfidation process and two main operational variables (S/Fe ratio and sulfidation duration) play
282
major roles in affecting the structure and morphology of sulfidated materials. This is illustrated
283
in Figure 2, which shows conceptual models of S-nZVI prepared using aqueous-solid methods
284
(Figures 2C, 2E and 2F) and Fe/FeS prepared using aqueous-aqueous methods (Figure 2G),
285
arranged as a function of sulfidation duration (y-axis) and S/Fe ratio (x-axis). Each conceptual
286
cartoon describes the key features of the material, and is accompanied by a published
287
transmission electron microscopy (TEM) image, when available, of sulfidated material prepared
288
under similar conditions. To highlight the effects of operational variables while minimizing other
289
variables, only nZVI synthesized by borohydride reduction is included among the TEMs shown.
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For unmodified nZVI, it has been shown repeatedly that exposure in water results in
291
shrinking of the Fe(0) core and increasing thickness of the oxide shell,101-104 which can be seen in
292
Figures 2A, 2B. When sulfide was introduced to react with the nZVI (i.e., aqueous-solid
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sulfidation), the resulting materials appear to fall into two groups. The short sulfidation duration
294
appears to preserve the chain-like and the core-shell structure of the original nZVI (Figures 2C
295
and 2E). Comparison between Figures 2C and 2E shows no significant morphological change
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between S/Fe ratios of 0.04 and 0.08. However, residual aqueous sulfur measurements at the end
297
of sulfidation did show increasing sulfur sequestration by nZVI at higher S/Fe ratio, likely
298
suggesting increasing FeS coverage or thickness.17 With increasing sulfidation duration,
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sulfidation is expected to continue, resulting in precipitation of secondary FeS, which has a
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distinct flake-like structure and is associated with the nZVI-like structure (Figure 2F: S/Fe =
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0.112 and t = 24 h).
302 303 304 305 306 307 308 309 310
311
Figure 2. Conceptual model of sulfidated nZVI prepared using aqueous-solid sulfidation (C-F) and aqueous-aqueous sulfidation (G), with corresponding TEM images. (A) nZVI core with thin FeOx shell (TEM105: freshly prepared nZVI) (B) nZVI core with thick FeOx shell (TEM12: nZVI in synthetic groundwater buffered at pH 7.9, t = 24 h); (C) S-nZVI with low S/Fe ratio and short sulfidation duration (TEM17: S/Fe = 0.04, t = 10 min); (D) S-nZVI with low S/Fe ratio and long sulfidation duration; (E) S-nZVI with high S/Fe ratio and short sulfidation duration (TEM17: S/Fe = 0.08, t = 10 min); (F) S-nZVI with high S/Fe ratio and long sulfidation duration (TEM12: S/Fe = 0.112, t = 24 h) (G) Fe/FeS, formed via aqueous-aqueous synthesis (TEM20: S/Fe = 0.28).
The morphological transition over time is similar to the process described during sulfur
312
induced corrosion.44, 95, 100 In this process, a thin layer of FeS film forms initially upon brief
313
exposure of steel to sulfide by chemisorption.44, 95 A secondary FeS layer may then form,
314
provided extended exposure in sulfidic environment. A similar process has also been described
315
for the morphological changes of silver nanoparticles (AgNP) during sulfidation with increasing
316
S/Ag ratio.106 The formation of a thin sulfur layer on S-nZVI was also observed in our
317
preliminary characterizations of oxide-free nZVI (prepared by thermal reduction) treated with
318
1% sulfide for 5 min (Figure S2). However, elemental mapping indicates that the sulfur layer
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was underneath an oxygen-rich layer. This is inconsistent with the XPS results of S-nZVI
320
(synthesized by borohydride reduction), which show sulfur abundance decreased with increasing
321
depth from the surface17. The reason for this discrepancy is unclear, but it could arise because the
322
oxide-free nZVI undergoes simultaneous sulfidation and dissolution/reprecipitation.
323
For Fe/FeS formed via aqueous-aqueous methods, microscopic characterization revealed
324
that the resulting material contains both spherical and flake-like structures (Figure 2G), which
325
appear to be analogous to the original Fe(0) and the secondary FeS, respectively, shown in
326
Figure 2F (S/Fe = 0.112, t = 24 h). However, energy dispersive X-ray spectroscopy (EDX)
327
showed that the core actually has slightly higher S content than the flakes,20 which cannot be
328
explained by the Fe(0)-FeS core-shell model used to describe materials made by the aqueous-
329
solid method. The authors proposed an alternative hypothesis that as sulfidation proceeds, it
330
results in a core that is mainly composed of Fe(0) and S(0), and flakes that are a mixture of FeS
331
and iron (hydr)oxides.20 To differentiate from the core-shell structure formed during aqueous-
332
solid sulfidation, this structure is referred to as Fe/FeS multiphase. The distinctly different
333
patterns of S distribution observed with the different sulfidation processes agrees with the
334
reported XPS Fe 2p spectra (Figure S1) showing that aqueous-aqueous sulfidation results in
335
lower abundance of surface FeS despite comparable or even a higher S/Fe ratio than aqueous-
336
solid sulfidation. Surface layers are also less prominent in materials sulfidatedd by
337
mechanochemical mixing (i.e., ball milling).25 Together, they confirm that different sulfidation
338
processes result in particles with distinct properties, which may have important implications to
339
their reactivity with contaminants.
340
5. EFFECTS OF SULFIDATION ON CONTAMINANT TRANSFORMATION
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5.1. Metals and Metalloids. Mechanism, Product, and Kinetics. The currently available studies
342
on removal of metals and metalloids by sulfidated iron-based materials12, 20, 83, 107, 108 suggest that
343
sulfidation can have profound effects on mechanisms, products, and kinetics in these systems.
344
An early and prominent example investigated the sequestration of pertechnetate (TcO4–, a
345
Tc(VII) metal oxyanion and long-lived radionuclide of concern) by nZVI with and without
346
sulfidation (using sulfide).12 In both systems, Tc(VII) was reduced to Tc(IV), but the speciation
347
of the Tc(IV) shifted from TcO2 to TcS2 with increasing S/Fe ratio. TcS2 became the dominant
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enough to be the preferred sequestration pathway even in the presence of nZVI. This resulted in
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increased rates of TcO4– removal up to S/Fe = 0.112, but TcO4– removal rates decreased at higher
351
S/Fe, which was shown to be due to inhibition by excess aqueous sulfide.12 A similar peak in
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removal rates at intermediate S/Fe was observed for the metal oxyanion chromate (CrO4–), also
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at S/Fe ≈ 0.11, although Cr(III) oxyhydroxides were the only products across the whole range of
354
S/Fe.23
355
Among metal cations of environmental concern (Cu, Pb, Cd, etc.), many interact strongly
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with S due to the low solubility of metal sulfide phases,109 but only cadmium (Cd) has been used
357
to investigate the effect of sulfidation on sequestration of metals by nZVI.20 Using dithionite as a
358
sulfidation agent, the quantity of Cd removed after 2 hours of contact with Fe/FeS was found to
359
decrease and then increase with S/Fe, resulting in a minimum at S/Fe ≈ 0.07. This trend, while
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opposite to what has been seen with the removal kinetics of metal oxyanions (e.g., Tc), is
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suggested to be also caused by change of sequestration mechanisms. In this case, it was proposed
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Cd sequestration at low S/Fe is dominated by adsorption and surface complexation on nZVI,
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whereas displacement of Fe(II) in FeS becomes dominant at high S/Fe ratios, resulting in the
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formation of (Fe, Cd)S phases, which were detected by XPS.20 Although the metals discussed above only represent a small subset of metals and
365 366
metalloids of environmental concern, the reported effects of sulfidation should also apply to
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other metals and metalloids because of similar underlying mechanisms that control their removal
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by iron-based materials. For example, it is well established that the removal mechanisms of
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metals/metalloids by unsulfidated nZVI are primarily controlled by their reduction potentials.103,
370
110
Metals/metalloids with significantly higher standard reduction potentials than Fe(0), such as
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Cu(II), Ag(I), and SeO42–, are removed predominantly by reductive immobilization,111, 112
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whereas those with similar or lower standard reduction potential than Fe(0) (e.g., Zn(II)), are
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removed primarily via non-redox based adsorption or precipitation.103 In contrast, for FeS, the
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solubility of the metal sulfide phases is shown to govern the removal mechanisms.109 Thus it is
375
expected that sulfidation of iron-based material may shift the removal of the metals and
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metalloids (especially those have strong affinity to sulfide, such as Hg) from a redox potential
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controlled process to a solubility controlled process (Figure 3). For metalloids that have multiple
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oxidation states, such as arsenic or selenium, more complexity could arise as different
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experimental variables (e.g., pH, contaminant concentrations, redox condition, iron types or
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sulfur levels) could all result in a diverse range of sequestration pathways and products for both
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sulfidated and unsulfidated materials, as shown by multiple studies.68, 113, 114 This diversity will
382
become a challenge as new studies on contaminant metal sequestration by sulfidated ZVI
383
become available, but general principles (e.g., structure-activity relationships for metals
384
sequestration, such as in Kim et al.15) should eventually emerge.
-0.5
Zn2+/Zn0
-1.0 2+
Mn /Mn
0
Non-reductive ↔ Reductive
0.0
Cu2+/Cu0 UO2(OH)2/UO2 TcO4–/TcO2 HAsO42+/H3AsO3 Pb2+/Pb0 Ni2+/Ni0 Cd2+/Cd0 Fe2+/Fe0
0 MnS As2S3 FeS NiS ZnS CdS PbS CuS
-20
-40
Ag2S HgS
-60
-80
Log (Solubility of Metal Sulfide)
0.5
Hg2+/Hg0 Ag+/Ag0 Sb(V)/Sb(III) Cr(VI)O4/Cr(OH)3
Original Species ↔ Metal Sulfide
Reduction Potential at pH 7 (mV)
1.0
Sb2S3
-1.5
-100
Increasing Degree of Sulfidation
385
390
Figure 3. Sequestration mechanisms for representative metal and metalloid contaminants by ZVI and FeS that indicates likely shift of sequestration mechanism upon sulfidation (Left axis: the redox couples are positioned based on their formal reduction potential at pH 7; Right axis: the metal sulfide phases are positioned based on their solubility constant; The color gradient represents gradual shift from one sequestration mechanism to another).
391
Stability of Sequestration Products. Sequestration of metals and metalloids by sulfidated iron-
392
based materials is favorable under anoxic, reducing conditions. However, subsurface redox
393
conditions can fluctuate between reducing and oxidizing as a result of natural (e.g., flooding,
394
surface water intrusion, seasonal water-table fluctuations) or anthropogenic (e.g., dredging)
395
events, and these changes may affect the long-term stability of sequestrated metals and
396
metalloids.107, 115, 116 Under non-sulfidic conditions, oxidative remobilization of metals—e.g., U
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and Tc—has been demonstrated by common natural oxidants, including dissolved oxygen,
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manganese dioxide (MnO2), and nitrate that oxidize these metals, either abiotically or
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biotically.117-123
400
Among the metals for which sequestration by sulfidated ZVI is well characterized,
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reoxidation of the sequestration products has been studied only for Tc.107 Starting with the
402
multiphase material formed from TcO4– exposed to S-nZVI it was shown that Tc reoxidation
403
became slower with increasing Fe/S, which is consistent with other evidence that TcS2 is less
404
susceptible to oxidation than TcO2. It was shown that oxidation of TcS2 occurs via TcO2, which
405
may contribute to the slower oxidation rates of the former. It was also found that FeS acts as a
406
redox buffer by scavenging dissolved oxygen, which further inhibits Tc reoxidation. The latter
407
was evidenced by a lag phase, during which no aqueous Tc was measured, followed by a sharp
408
increase in aqueous Tc that was concurrent with the rapid increase of solution oxidation-
409
reduction potential (ORP). Similar observations have been reported for UO2, Cr(VI), and As(III)
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in pure FeS systems.118, 121, 124, 125 For As(III), the resulting As(V) sorbs strongly to the iron
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oxyhydroxides that form at high pH, thereby prevented remobilization.125 However, for Cr(VI)
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reduction by FeS, where Fe-Cr solids were formed, upon exposure to the oxidant, significant
413
dissolved Cr(VI) was released;121 for UO2, depletion of FeS also results in complete
414
remobilization of uranium.118 This range of results suggest that the long-term stability of metals
415
and metalloids sequestered by sulfidated iron-based materials may vary significantly depending
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on the characteristic interactions between metals/metalloids and iron mineral phases.
417
5.2. Organic Contaminants. To date, most of the interest in sulfidation of iron-based materials
418
arises from its beneficial effects on the degradation of organic contaminants, where the collective
419
benefits may contribute substantially to overcoming the issues that have limited application of
420
existing iron based remediation and water treatment technologies.126 The development of this
421
technology has followed two parallel paths, focusing on reduction and oxidation, respectively.
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Reduction is mostly relevant in groundwater treatment under anoxic conditions, where sulfidated
423
(n)ZVI is used as the primary reductant to degrade halogenated compounds (mainly chlorinated
424
aliphatic compounds but recently including a couple of brominated flame retardants as well as
425
one antibiotic).13-18, 81, 82, 127 Oxidation mostly concerns surface water and wastewater treatment
426
under oxic conditions, where sulfidated iron oxides or (n)ZVI serve as catalysts in oxidation
427
process for treating a variety of organic contaminants.22, 26, 85, 88, 89, 128 This section discusses both
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processes but with the main focus on reduction as sulfidated iron-based materials are directly
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involved in contaminant degradation. In addition, literature on reduction is more abundant to
430
allow a more in-depth analysis.
431
Reduction Mechanisms. The products, pathways, and mechanisms of abiotic dechlorination of
432
chlorinated aliphatic compounds have been characterized extensively using model systems based
433
on (n)ZVI and various iron oxides and sulfides.129, 130 In all of these systems, reductive β-
434
elimination pathways generally predominate over hydrogenolysis pathways for chlorinated
435
ethenes like TCE 130-133 so a major change in dechlorination pathway is not expected upon
436
sulfidation of (n)ZVI. This is consistent with results reported to date on TCE reduction by
437
sulfidated nZVI, which identified mainly the β-elimination products, such as acetylene, ethene,
438
and ethane.18, 25 Abiotic dechlorination of CT generally occurs mainly by hydrogenolysis for
439
both ZVI134 and FeS130, and thus is expected to apply to sulfidated iron-based reductants as well.
440
Both reductive elimination and hydrogenolysis have also been reported for abiotic
441
debromination, and a series of studies on brominated flame retardants has shown that the
442
branching between these pathways is not greatly affected by sulfidation, although it is strongly
443
influenced by the degree of halogenation of the specific contaminant.81, 82
444
From the reductant perspective, there has been a great deal of work on identification of
445
the specific reducing species (Fe(0) or Fe(II) surface species, surface bound atomic hydrogen,
446
S(-II) species, etc.) that are responsible for abiotic dehalogenation by ZVI, iron oxides, and
447
sulfides.132, 135-137 This background should also apply to sulfidated iron-based reductants, but
448
some clear differences are expected depending on material composition. For example, there is
449
evidence for both H-transfer and electron-transfer from (n)ZVI,136, 138 whereas FeS can donate
450
electrons but does not produce atomic H. For (n)ZVI system, there is evidence that the relative
451
significance of contaminant reduction by direct electron transfer versus the indirect route via
452
activated hydrogen varies with a variety of factors, especially contaminant type. In particular,
453
early studies with (n)ZVI concluded that the primary TCE degradation mechanism was via
454
atomic hydrogen whereas degradation of CT proceeds via electron transfer.137-140 For FeS (in the
455
absence of (n)ZVI), dechlorination must be by electron transfer, although it is not entirely clear if
456
the donor sites are Fe or S.51, 62, 81 For sulfidated (n)ZVI, the relative contribution of atomic
457
hydrogen versus Fe (or S) electron-donor surface sites to contaminant reduction is an active area
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of research and debate, as elaborated below. New work on this topic is expected, in part because
459
a better understanding of the beneficial effects of sulfidation on contaminant degradation will aid
460
in its optimization for practical applications in remediation.
461
Reduction Kinetics. Recent work on sulfidation, like the many studies using various ways to
462
enhance the utility of ZVI for remediation (bimetallic amendments, nano-sized particles,
463
oxygenation, etc.), have emphasized increased rates of contaminant removal as a major benefit.14,
464
17, 18, 25
However, most of these conclusions are based on comparisons between control and
465
sulfidation effects under a narrow range of controlled conditions, so the generality of such results
466
merits further consideration. To address this, we compiled most of the kinetic data that are
467
currently available for reduction of chlorinated organics by iron-based reductants, and subjected
468
them to the meta-analysis shown in Figure 4. By far, the majority of data available are for CT
469
and TCE, which are summarized in the format of surface area normalized rate constant (kSA) vs.
470
mass normalized rate constant (kM) in Figures 4A and 4B, respectively. For both contaminants,
471
the available data obtained with sulfidated reductants are shown with open markers and solid
472
circles are used for non-sulfidated iron-based materials (including nZVI, microscale ZVI of
473
various purities, FeS, and iron oxides). For CT (Figure 4A), the data for sulfidated materials
474
form clusters roughly coincident with data obtained with non-sulfidated forms of the same
475
material, suggesting that sulfidation does not generally increase rates of CT degradation. In
476
contrast, the TCE kinetic data (Figure 4B) show at least one order of magnitude increase in kM
477
and/or kSA for sulfidated materials compared with their non-sulfidated analogs, and there is
478
sufficient data to conclude that this enhancement probably applies over most conditions. To
479
further illustrate and extend this analysis, Figure 4C shows the ratio of kM for sulfidated versus
480
non-sulfidated nZVI for CT and TCE and the other contaminants for which a limited amount of
481
kinetic data are available. In this representation, the diagonal contours represent the enhancement
482
factor, R (defined in Ref24). Figure 4C clearly shows that R for TCE is significantly greater than
483
1 (~50), CT and HBCD are roughly 1 (i.e., no enhancement), and the data on other contaminants
484
are too sparse to generalize, except that the overall range in R is roughly from 50 to 0.1,
485
depending on the S/Fe ratio (discussed in detail later).
486 487
The contrasting effect of sulfidation on reduction rates of TCE and CT was rationalized as a reflection of differences in dechlorinating species for these two contaminants. It was
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hypothesized that surface sulfur poisons the recombination of atomic hydrogen to form H2,
489
thereby leaving more atomic hydrogen at the surface for TCE degradation.18 This hypothesis is
490
supported by data showing (i) no enhancement of CT reduction (which occurs predominantly by
491
electron transfer) at S/Fe of 0.05, (ii) a similar enhancement of TCE degradation rates by adding
492
another known poison for atomic hydrogen recombination (i.e., arsenic141), and (iii) the decrease
493
in H2 formation.18 However, this hypothesis may be inconsistent with other data, such as the
494
increasing TCE reduction rate by S-nZVI with increasing pH, which has been observed with
495
both S-nZVI17 and Fe/FeS16. This pH dependence is opposite that for H2 formation by ZVI
496
corrosion (and therefore, presumably, the availability of surface H, which is an intermediate in
497
the formation of H2). Furthermore, the observed pH dependence of TCE degradation by
498
sulfidated nZVI is consistent with the pH effect observed with pure nanocrystalline FeS51, but
499
opposite to the trend with unmodified nZVI140. Prior studies on TCE degradation by pure FeS
500
have noted that higher pH increases the negative charge of FeS surface, thereby providing
501
increased driving force for electron transfer.51, 54 These results favor an alternative hypothesis
502
proposed by Rajajayavel et al.,17 that TCE reduction by S-nZVI occurs predominantly via FeS,
503
which serves as a mediator of electron transfer from Fe(0) to FeS-sorbed contaminants. This also
504
is consistent with the high electron conductivity of FeS142, and the inhibited H2 production from
505
S-nZVI may simply be due to FeS blocking direct access of water to Fe(0) sites (see conceptual
506
model presented below).
507
The operational variable that seems to have the greatest overall effect on the kinetics of
508
contaminant reduction by sulfidated nZVI is the S/Fe ratio. For all contaminant types, sulfur
509
sources, and sulfidation methods, contaminant reduction rates increase from low to moderate
510
S/Fe ratios and then plateau or decrease at high S/Fe ratios. For most contaminants shown in
511
Figure 4C, this trend is hard to track in the figure due to the closeness of data points, but can be
512
observed by comparing the kM in Table S1. One distinct example is CT (Figure 4C), the data
513
suggest a small enhancement at the lowest S/Fe ratios, and inhibition at increased S/Fe ratios (i.e.,
514
R ≤ 1).143 The consistency of the trend in R with S/Fe ratio suggests that there is a set of
515
controlling factors that is common to all conditions, most likely the formation of FeS and its
516
subsequent effects on corrosion of Fe(0). Nevertheless, the range of R among different
517
contaminants may indicate different sensitivities to various operational variables.
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519
520 521 522 523 524 525 526 527 528 529
Figure 4. Comparison of rate constants for contaminant reduction by reducing materials with and without sulfidation: (A) kSA vs kM plot for CT (331 k’s from 21 refs43, 53, 134, 135, 138, 143-158); (B) kSA vs kM plot for TCE (189 k’s from 24 refs14-17, 52, 54, 56, 60, 132, 133, 148, 152, 159-170); (C) kM with sulfidation vs kM without (95 k’s from 8 refs14, 16-18, 43, 82, 86, 143). The diagonal contours in (A) and (B) represent specific surface areas used to calculate kSA and the contours in (C) represent the relative effect of treatment (R). Elaboration on the format of these graphs can be found where they were first used: (A,B)155 and (C)24. All of the data plotted for (C) are given in Supporting Information (Table S1).
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Reduction Pathway Selectivity. While most of the kinetic studies have focused on enhanced
531
contaminant degradation by nZVI due to sulfidation, they did not fully emphasize/appreciate the
532
fact that the enhanced contaminant degradation may be caused, at least in part, by improved
533
selectivity of nZVI between contaminant degradation and H2 production. The selectivity
534
quantifies the ratio of electrons used for contaminant degradation and electrons consumed by
535
natural reductant demand (NRD).126 The partial inhibition of hydrogen production of sulfidated
536
nZVI noted in two kinetics studies imply that more Fe(0) could become available for
537
contaminant degradation.17, 18, 25 A comprehensive evaluation on the effects of sulfidation on
538
selectivity showed complete inhibition of H2 production achieved for CMC-nZVI sulfidated for
539
24 h at high S/Fe ratios.13 In contrast, non-sulfidated CMC-nZVI was completely oxidized by
540
H2O in