| Literature DB >> 32397461 |
Tibor Pasinszki1, Melinda Krebsz1.
Abstract
Present and past anthropogenic pollution of the hydrosphere and lithosphere is a growing concern around the world for sustainable development and human health. Current industrial activity, abandoned contaminated plants and mining sites, and even everyday life is a pollution source for our environment. There is therefore a crucial need to clean industrial and municipal effluents and remediate contaminated soil and groundwater. Nanosized zero-valent iron (nZVI) is an emerging material in these fields due to its high reactivity and expected low impact on the environment due to iron's high abundance in the earth crust. Currently, there is an intensive research to test the effectiveness of nZVI in contaminant removal processes from water and soil and to modify properties of this material in order to fulfill specific application requirements. The number of laboratory tests, field applications, and investigations for the environmental impact are strongly increasing. The aim of the present review is to provide an overview of the current knowledge about the catalytic activity, reactivity and efficiency of nZVI in removing toxic organic and inorganic materials from water, wastewater, and soil and groundwater, as well as its toxic effect for microorganisms and plants.Entities:
Keywords: heavy metal removal; nZVI; nanoiron; nanotoxicity; organic pollutant removal; soil remediation; wastewater treatment
Year: 2020 PMID: 32397461 PMCID: PMC7279245 DOI: 10.3390/nano10050917
Source DB: PubMed Journal: Nanomaterials (Basel) ISSN: 2079-4991 Impact factor: 5.076
Figure 1Application fields of nanosized zero-valent iron (nZVI) in water purification and environmental remediation.
Figure 2Top-down (processing micro- or millimeter-sized Fe metal) and bottom-up (using Fe-salts or Fe-compounds as starting materials) synthetic methods for the production of nZVI. The most frequently used reagents and reaction conditions are shown in the Figure.
Catalytic application of nZVI 1.
| Support/Cap | Precursor | Reagent | Product | Reference |
|---|---|---|---|---|
| rGO | Ar-NO2 2 | N2H4 | Ar-NH2 | [ |
| no support | NaBH4 | [ | ||
| PEG, CMC, or PVP 3 | Ketones 4 | NaNH4 | alcohols | [ |
| Octanoic acid, bis-2-ethylhexylamine | CH4 | — | SWCNT | [ |
1 n.a. = not available; 2 Ar = phenyl, o-chloro-phenyl, m-bromo-phenyl, p-(chloro, cyano, methoxy, methyl, amino, trifluoromethyl, aminocarbonyl)-phenyl, 2-pyridyl; 3 PVP = polyvinylpyrrolidone, PEG= polyethylene glycol, CMC= carboxymethyl cellulose; 4 Aromatic ketones: phenyl-methyl, p- and o-nitro-phenyl-methyl, p- and o-methoxy-phenyl-methyl, p-chloro-phenyl-methyl, p-bromo-phenyl-methyl, p-methyl-phenyl-methyl, i-butyl-phenyl-methyl, phenyl-chloromethyl.
Figure 3Various mechanisms for the removal of metals and chlorinated compounds from water. Reproduced with permission from [64]. Copyright Elsevier Inc., 2013.
Figure 4Technologies used to treat polluted groundwater and soils to adsorb or degrade pollutants: (1) injection of nZVI nanoparticles (NPs) to form a reactive barrier; (2) injection of mobile NPs to form an nZVI plume; and (3) incorporation of NPs into topsoil. Adapted from ref. [6].
Application of nZVI for organic compound removal from water and soil 1.
| nZVI Cap/Support | Pollutant | pH, Reagent | Adsorption Capacity | Ref. |
|---|---|---|---|---|
| From water | ||||
| Silica/PDA 2 | Anthracene | 3–11 | 0.367 | [ |
| Silica/PDA | Phenanthrene | 3–11 | 0.185 | [ |
| Al(OH)3 | 4-nitrophenol | 7.3 | 4-aminophenol | [ |
| Carbon | Phenol | 4–5, H2O2 | n.a. | [ |
| Bare | Phenol | 4, H2O2 | CO2, H2O | [ |
| Bentonite | Phenol, Cr(VI) | 5, S2O82− | Formic acid | [ |
| Diatomite | Bisphenol A | 5.75, H2O2 | CO2, H2O | [ |
| Bare | 17α-ethinylestradiol | 3, 5, 7, O2 | C20H28O2 | [ |
| polyphenols | Amoxicillin | 3, H2O2 | CO2, H2O | [ |
| PVP | Metronidazole | 5.6 | C6H11N3O | [ |
| PEG | Amoxicillin | 6.6 | AMX penicilloic acid | [ |
| PEG | Ampicillin | 6.6 | AMP penicilloic acid | [ |
| Bare | Norfloxacin | 4, air | CO2, H2O | [ |
| PVP | Tetracycline | 6.5 | C19H26O | [ |
| Sepiolite | Metoprolol | 3, H2O2 | n.a. | [ |
| From spiked soil | ||||
| Polyphenols | Amoxicillin | 2.6–3.4, H2O2 | CO2, H2O | [ |
| Bare | Malathion | 7.6 | ODP | [ |
1 n.a. = not available; Bare = NPs where a shell is not produced intentionally (contains a self-developed iron oxide layer); see Table 3 and Table 4 for organic dyes and antibiotics; 2 PDA = polydopamine; PVP = polyvinylpyrrolidone; ODP= O-dimethyl phosphorodithioic derivative.
Figure 5Possible mechanism for the simultaneous removal of nitrate and norfloxacin by acid mine drainage-based nZVI with ultrasonic irradiation. Reproduced with permission from [73]. Copyright Elsevier Inc., 2019.
Organic dye decomposition using nZVI 1.
| nZVI Cap/Support | Dye | pH, Reagent | Adsorption Capacity (mg/g) | Ref. |
|---|---|---|---|---|
| bare | Methylene blue | 7.5 | n.a. | [ |
| STSPF 2 | Methylene blue | 5.0‒9.0 | 140.80 | [ |
| Cellulose | Methylene blue | 5.96 | n.a. | [ |
| Cellulose | Methyl blue | 5.96 | n.a. | [ |
| STSPF 2 | Malachite green | 5.0‒9.0 | 92.59 | [ |
| STSPF 2 | Methyl violet 2B | 5.0‒9.0 | 92.59 | [ |
| Montmorillonite | Rhodamine B | Air | n.a. | [ |
| Fe2O3 shell | Orange II | 3, air | n.a. | [ |
| Cellulose | Orange II | 5.96 | n.a. | [ |
| Bare | Disperse Red 1 | 3, H2O2 | n.a. | [ |
| rGO/attapulgite | Acid Red 18 | 2–8 | 400 | [ |
| Cellulose | Methyl orange | neutral | n.a. | [ |
| Cellulose | Methyl orange | 5.96 | n.a. | [ |
| Kaolin | Rosso Zetanyl B-NG | 4.8 | n.a. | [ |
| Bentonite | Rosso Zetanyl B-NG | 4.8 | n.a. | [ |
| Native clay | Rosso Zetanyl B-NG | 4.8 | n.a. | [ |
1 n.a. = not available; bare = NPs where a shell is not produced intentionally (contains a self-developed iron oxide layer); 2 sycamore (Platanus occidentalis) tree seed pod fibers (STSPF).
Figure 6Possible mechanisms for the removal of methylene blue by ZVI from water. Reproduced with permission from [77]. Copyright Taylor and Francis Group, LLC, 2015.
Removal of halogenated organic compounds from water and soil 1.
| nZVI Cap/Support | Pollutant | pH, Reagent | Degradation Product | Ref. |
|---|---|---|---|---|
| Mg-aminoclay | Perfluorooctanoic acid | 3 | Not detected | [ |
| Mg-aminoclay | Perfluorononanoic acid | 3 | Not detected | [ |
| Mg-aminoclay | Perfluorodecanoic acid | 3 | Not detected | [ |
| Mg-aminoclay | Perfluorooctane sulfonate | 3 | Not detected | [ |
| CTAB | Perfluorooctanoic acid | 0.5 | n.a. | [ |
| Graphene | Trichloronitromethane | 6.5 | Methylamine | [ |
| Fe2O3 | Chlorinated hydrocarbons 2 | Neutral | n.a. | [ |
| MEG | Chlorinated hydrocarbons 3 | Neutral | n.a. | [ |
| Carbon | Trichloroethene | 7 | Ethene | [ |
| Sulfite hydrate | Trichloroethylene | Neutral | n.a. | [ |
| FeO | Lindane | 5–9 | Benzene | [ |
| Bare | Chloramphenicol | 6.8 | C11H16N2O3 | [ |
| Sulfide | Florfenicol | 7 | C12H17NO4S 4 | [ |
| Bare | Diazepam | 2.2 | n.a. | [ |
| FeOOH/protein | Dichlorvos | Neutral, H2O2 | PO43−, Cl− | [ |
| Fe3O4 | Decabromodiphenyl ether | 7.1, H2O2 | CO2, H2O 5 | [ |
| Sepiolite | Bromamine acid | 3–11 | n.a. | [ |
| Fe3O4 | Iopromide | 7.2–7.9 | n.a. | [ |
| PAA/Fe3O4 | Iopromide | 7.2–7.9 | n.a. | [ |
| FeO/Fe3O4 | Iopromide | 7.2–7.9 | n.a. | [ |
1 n.a. = not available; bare = NPs where a shell is not produced intentionally (contains a self-developed iron oxide layer); CTAB = cetrimonium bromide; MEG = monoethylene glycol; 2 Mixture of 1,1-dichloroethane, 1,1,1-trichloroethane, tetrachloromethane, 1,2-dichloroethane, trichloroethene, tetrachloroethene, and 1,1,2,2-tetrachloroethane; 3 Mixture of trichloroethylene and tetrachloroethylene. 4 Degradation products: C12H15ClFNO4S, C12H16FNO4S, C12H17NO4S, and C12H17NO5S; 5 Large number of intermediates were identified.
Removal of halogenated organic compounds from soil 1.
| nZVI Cap/Support | Pollutant | Soil | pH, Product | Ref. |
|---|---|---|---|---|
| Bare | Vinyl chloride | Ground water | 6–7, methane, ethene | [ |
| CMC | PCE and TCE | Sediment | Ethene | [ |
| Emulsion | TCE | Soil | Ethene 2 | [ |
| Emulsion | TCE | Soil | Ethene 2 | [ |
| Pectin | DDT | Spiked soil | 5.9 | [ |
| MEG | PCE | Sand layers | Ethene | [ |
| Bare | PCE | Soil | Ethene 2 | [ |
1 Bare = NPs where a shell is not produced intentionally (contains a self-developed iron oxide layer); DDT = dichlorodiphenyltrichloroethane; MEG = mono ethylene glycol; PCE = tetrachloroethene or perchloroethylene; TCE = trichloroethene; 2 cis-dichloroethene and vinyl chloride were also detected in the groundwater.
Heavy metal ion removal from water 1.
| nZVI Cap/Support | Pollutant | pH | Adsorption Capacity (mg/g) | Ref. |
|---|---|---|---|---|
| Graphene-silica | As(III) | 6.0–8.0 | 45.57 | [ |
| Graphene-silica | As(V) | 4.0 | 45.12 | [ |
| Montmorillonite | As(III) | 7.0 | 59.9 | [ |
| Montmorillonite | As(V) | 7.0 | 45.5 | [ |
| Bare | As(III) | 7 | 102 | [ |
| Bare | As(V) | 7 | 118 | [ |
| Bare | As(V) | 7 | 26.36 | [ |
| Zeolite | As(V) | 7 | 47.30 | [ |
| Fe-oxide | As(V) | 6–8 | 245 | [ |
| FeOOH | Au(III) | neutral | 25 | [ |
| Biochar | Cd(II) | 6 | 22.37 | [ |
| rGO | Cd(II) | 5 | 425.72 | [ |
| kaolinite | Co(II) | n.a. | 25 | [ |
| rGO | Co(II) | 4–9 | 131.58 | [ |
| kaolinite | Cu(II) | n.a. | 140 | [ |
| Bare | Cu(II) | n.a. | 250 | [ |
| MWCNT-PAA/PVA | Cu(II) | 4.5–5 | 107.8 | [ |
| alumina | Cu(II) | 3–11 | 95.3 | [ |
| Fe-oxide | Cu(II) | 6–8 | 226 | [ |
| Biochar | Cr(VI) | 5 | 26.63 | [ |
| Lignin/Al-bentonite | Cr(VI) | 5.6 | 46.2 | [ |
| CMC | Cr(VI) | 7 | 3.33 | [ |
| MWCNT | Cr(VI) | 7 | 2.71 | [ |
| pumice | Cr(VI) | n.a. | 23.6 | [ |
| Carbon nanofiber | Cr(VI) | 4 | n.a. | [ |
| pumice | Hg(II) | n.a. | 25.6 | [ |
| FeOOH | Ni(II) | neutral | 130 | [ |
| Bare | Pb(II) | 6 | 807.23 | [ |
| Bare | Pb(II) | neutral | 1718.4 | [ |
| Mg(OH)2 | Pb(II) | neutral | 1986.6 | [ |
| zeolite | Pb(II) | 4 | 806 | [ |
| CMC | Se(IV/VI) | 7 | 2.26 | [ |
| MWCNT | Se(IV/VI) | 7 | 2.52 | [ |
| Fe-oxide/PVDF/PAA | Se(IV/VI) | 4.5 | n.a. | [ |
| Bare | Se(IV) | neutral | n.a. | [ |
| Bare | U(VI) | 5 | 8173 | [ |
| rGO | U(VI) | 5 | 4174 | [ |
| Na-bentonite | U(VI) | <7 | 120 | [ |
| Bare | Zn(II) | 5–7 | n.a. | [ |
| bentonite | Zn(II)/Cu(II) | 3.9 | n.a. | [ |
1 n.a. = not available; Bare = NPs where a shell is not produced intentionally (contains a self-developed iron oxide layer); PVDF = polyvinylidene fluoride; PAA = polyacrylicacid; PVA = polyvinyl alcohol.
Figure 7(A): A model of gold recovery from wastewater using nZVI and (B): the schematic process of gold recovery using nZVI. Reproduced with permission from [107]. Copyright The Royal Society of Chemistry, 2019.
Figure 8(a) Shipping container of the pilot reactors; (b) the nZVI reactor; (c) the nZVI suspension in the reactor (C0 is the concentration of copper in the wastewater); and (d) a process flow chart of the pilot test. Reproduced with permission from [119]. Copyright The Royal Society of Chemistry, 2014.
Figure 9Schematic of a wastewater treatment process using nZVI. Reproduced with permission from [130]. Copyright Elsevier Inc., 2017.
Removal of heavy metal and metalloid ions from soil 1.
| nZVI Cap/Support | Pollutant | Soil | pH | Ref. |
|---|---|---|---|---|
| Bare | As(V) | Sandy loam | n.a. | [ |
| Rhamnolipid | Cd(II) | River sediment | 7.71 | [ |
| CMC | Ni(II), Pb(II), Zn(II) | River sediment | n.a. | [ |
| Bentonite | Ni(II), Pb(II), Zn(II) | River sediment | n.a. | [ |
| Caolinite | Ni(II), Pb(II), Zn(II) | River sediment | n.a. | [ |
| Bare | Cr(VI) | Groundwater | 5.4 | [ |
| Bare | Cr(VI) | Groundwater | 5.4 | [ |
| Bare | Cr(VI) 2 | Groundwater | n.a. | [ |
1 n.a. = not available; Bare = NPs where a shell is not produced intentionally (contains a self-developed iron oxide layer); 2 soil contained also chlorinated ethenes.
Inorganic oxoanion and ammonium cation removal from water 1.
| nZVI Cap/Support | Pollutant | pH, Reagent | Adsorption Capacity (mg/g) or Product | Ref. |
|---|---|---|---|---|
| CPC | NO3− | 4–7 | NH4+, N2 | [ |
| Mg-aminoclay | NO3− | 8.8 | NH4+ | [ |
| Bare | NO3− | n.a. | NH4+, NO2− | [ |
| Bare | NO3− | 4 | NH4+ | [ |
| CMC | NO3− | n.a. | n.a. | [ |
| Zeolite | NH4+ | 8 | 62.82 | [ |
| Starch | ClO4− | 7–7.4 | Cl− | [ |
| CMC | ClO4− | 7–7.4 | Cl− | [ |
| Bare | ClO4− | 6 | Cl− | [ |
| Bare | ClO3− | 6 | Cl− | [ |
| Bare | ClO2− | 6 | Cl− | [ |
| Bare | ClO− | 6 | Cl− | [ |
| Fe3O4/γ-Fe2O3 | BrO3− | 3‒7 | Br− | [ |
1 n.a. = not available; Bare = NPs where a shell is not produced intentionally (contains a self-developed iron oxide layer); CPC = cetylpyridinium chloride; CMC = carboxymethyl cellulose.
Toxicity of nZVI 1.
| nZVI Cap/Support | Organism | Effect | Cause of Toxicity | Ref. |
|---|---|---|---|---|
| Bare |
| No | — | [ |
| Bare | G+ bacteria | Positive | — | [ |
| Rhamnolipid | Positive | — | [ | |
| Pectin | Collembola ( | Negative | n.a. | [ |
| Pectin | Ostracods ( | Negative | Anoxia | [ |
| Bare |
| Negative | Reduction | [ |
| SBA-15 2 |
| Minimal | — | [ |
| Bare |
| Negative | Oxidative stress | [ |
| Bare |
| Negative | Oxidative stress | [ |
| Bare |
| Negative | Oxidative stress | [ |
| Bare |
| Negative | Oxidative stress | [ |
| Sulfide/silica |
| Lag | — | [ |
| Bare |
| No toxic | — | [ |
| Bare |
| No toxic | — | [ |
1 n.a. = not available; Bare = NPs where a shell is not produced intentionally (contains a self-developed iron oxide layer); 2 nZVI confined in the mesochannels of mesoporous silica SBA-15.