| Literature DB >> 26006129 |
Fadri Gottschalk1, Carsten Lassen2, Jesper Kjoelholt3, Frans Christensen4, Bernd Nowack5.
Abstract
Predictions of environmental concentrations of engineered nanomaterials (ENM) are needed for their environmental risk assessment. Because analytical data on ENM-concentrations in the environment are not yet available, exposure modeling represents the only source of information on ENM exposure in the environment. This work provides material flow data and environmental concentrations of nine ENM in Denmark. It represents the first study that distinguishes between photostable TiO₂ (as used in sunscreens) and photocatalytic TiO₂ (as used in self-cleaning surfaces). It also provides first exposure estimates for quantum dots, carbon black and CuCO₃. Other ENM that are covered are ZnO, Ag, CNT and CeO₂. The modeling is based for all ENM on probability distributions of production, use, environmental release and transfer between compartments, always considering the complete life-cycle of products containing the ENM. The magnitude of flows and concentrations of the various ENM depends on the one hand on the production volume but also on the type of products they are used in and the life-cycles of these products and their potential for release. The results reveal that in aquatic systems the highest concentrations are expected for carbon black and photostable TiO₂, followed by CuCO₃ (under the assumption that the use as wood preservative becomes important). In sludge-treated soil highest concentrations are expected for CeO₂ and TiO₂. Transformation during water treatments results in extremely low concentrations of ZnO and Ag in the environment. The results of this study provide valuable environmental exposure information for future risk assessments of these ENM.Entities:
Keywords: Denmark; engineered nanomaterials; environmental concentrations; material flow modeling
Mesh:
Substances:
Year: 2015 PMID: 26006129 PMCID: PMC4454986 DOI: 10.3390/ijerph120505581
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Figure 1(a) Exemplary mass transfer flows in Denmark for nano-TiO2, showing the total ENM transport between natural and technical systems. (b): probability distribution with the modal value (red) and the 95% interval (blue) that is given in the results section.
Overview about the considered nanomaterials, their main uses and the amount used per year in Denmark. The curves represent probability distributions in the form of probability density functions.
| ENM | Main Uses | Used (t) |
|---|---|---|
| Photostable TiO2 | Plastics, cosmetics | |
| Photocatalytic TiO2 | Paints, coating, construction materials, filters | |
| ZnO | Cosmetics, paints | |
| Ag | Textiles, paints, cleaning agents electronics, cosmetics | |
| CuCO3 | Wood preservation | |
| CNT | Polymer composites | |
| CeO2 | Catalysts, fuel additive, polishing, paints | |
| Quantum dots (QD) | LED, imaging | |
| Carbon black (CB) | Tires, rubber, paints |
Figure 2Mass flow diagrams for nine nanomaterials in Denmark. Rounded modal values are shown in tons/year (except CB where the unit is kt/y). Boxes show accumulation or transformation. The modes, combining all the Monte Carlo simulations show what has to be most likely expected at each place of the figure without necessarily reflecting in detail and holistically mass balance of the flow system. CNT: Carbon nanotubes; QD: Quantum dots; CB: Carbon Black.
Figure 3Overview of the most important ENM sources and receivers. The percentages show the most frequently modeled results (modal values).
Concentration of the nine nanomaterials in natural and technical compartments. Mode value and 95% interval are shown, all rounded to two significant numbers. The values for environmental sinks (soils, sediment) represent masses in 2014 accumulated since the year 2000.
| Compartment | Unit | Photostable TiO2 | Photocatalytic TiO2 | ZnO | CuCO3 | ||||
|---|---|---|---|---|---|---|---|---|---|
| Mode | Range | Mode | Range | Mode | Range | Mode | Range | ||
| Sewage treatment effluent | µg/L | 13 | 3.4–92 | 1.6 | 0.4–14 | 0 | 1.3 | 0.3–4.1 | |
| Sewage treatment sludge | mg/kg | 770 | 69–1500 | 85 | 9.3–230 | 0 | 9.1 | 5.2–17 | |
| Waste mass incinerated | mg/kg | 15 | 1.4–32 | 2.8 | 0.3–6.8 | 0.3 | 0.04–1.5 | 2 | 1.3–3 |
| Bottom ash | mg/kg | 33 | 3.4–88 | 6 | 0.7–18 | 0.7 | 0.1–3.9 | 4.4 | 2.7–8.5 |
| Fly ash | mg/kg | 170 | 17–430 | 30 | 3.3–90 | 3.6 | 0.5–19 | 22 | 13–42 |
| Surface water (fresh water) | ng/L | 3 | 0.6–100 | 0.27 | 0.05–7 | 0.45 | 0.09–13 | 2 | 0.1–6 |
| Sea water | ng/L | 0.30 | 0.04–1 | 0.02 | 0.004–0.099 | 0.04 | 0.006–0.4 | 0.04 | 0.02–0.07 |
| Sediments (fresh water) | µg/kg | 1200 | 200–28,000 | 92 | 17–2600 | 160 | 30–4800 | 880 | 43–2100 |
| Sediments (sea water) | µg/kg | 390 | 49–1300 | 27 | 4.3–120 | 49 | 6–220 | 42 | 25–83 |
| Agricultural soils | µg/kg | 0.085 | 0.01–0.39 | 0.7 | 0.1–1.7 | 0.052 | 0.008–0.35 | 28 | 18–41 |
| Natural soils | µg/kg | 0.18 | 0.024–1.1 | 1.5 | 0.2–4.9 | 0.12 | 0.018–0.9 | 60 | 39–130 |
| Urban soils | µg/kg | 0.33 | 0.039–1.5 | 2.7 | 0.3–6.7 | 0.2 | 0.03–1.3 | 110 | 70–160 |
| Sludge treated soils | µg/kg | 1300 | 130–3100 | 170 | 17–480 | 0 | 0 | 48 | 32–70 |
| Air | ng/m3 | 0.10 | 0.01–0.5 | 0.70 | 0.08–2 | 0.04 | 0.005–0.2 | 0.02 | 0.005–0.04 |
| Sewage treatment effluent | ng/L | 0.5 | 0.012–59 | 0.3 | 0.1–3.5 | 9.3 | 1.1–60 | 3.00E−05 | 5E−6–0.001 |
| Sewage treatment sludge | µg/kg | 82 | 4.2–250 | 7.6 | 2.7–62 | 350 | 44–2300 | 2.40E−04 | 4E−5–0.003 |
| Waste mass incinerated | µg/kg | 15 | 10–23 | 800 | 440–1300 | 180 | 21–930 | 0.9 | 0.1–4.4 |
| Bottom ash | µg/kg | 35 | 21–66 | 76 | 27–710 | 360 | 50–2500 | 2.2 | 0.2–11 |
| Fly ash | µg/kg | 170 | 100–330 | 330 | 88–4800 | 2200 | 240–12,000 | 10 | 1–57 |
| Surface water (fresh water) | pg/L | 15 | 0–44 | 1 | 0.2–15 | 4 | 0.6–100 | below fg/L | |
| Sea water | pg/L | 0.25 | 0–0.6 | 0.05 | 0.02–0.2 | 0.3 | 0.03–2 | below fg/L | |
| Sediments (fresh water) | µg/kg | 5.4 | 0–16 | 0.5 | 0.1–5.6 | 1.6 | 0.2–45 | 1.6 | 0.2–45 |
| Sediments (sea water) | µg/kg | 0.3 | 0–0.7 | 0.1 | 0–0.2 | 0.3 | 0.04–2 | 0.3 | 0.04–2 |
| Agricultural soils | ng/kg | 10 | 6–21 | 35 | 18–75 | 76 | 10–530 | nq | |
| Natural soils | ng/kg | 24 | 13–61 | 83 | 41–220 | 170 | 24–1500 | nq | |
| Urban soils | ng/kg | 40 | 23–81 | 130 | 71–290 | 300 | 39–2100 | nq | |
| Sludge treated soils | ng/kg | 170 | 20–530 | 60 | 30–180 | 1500 | 94–5100 | 0.001 | 1E−4–0.013 |
| Air | ng/m3 | 0.007 | 0.004–0.011 | 0.042 | 0.022–0.091 | 0.1 | 0.01–0.6 | nq | |
| Sewage treatment effluent | mg/L | 1.2 | 0.29–3.9 | ||||||
| Sewage treatment sludge | mg/kg | 2500 | 580–7700 | ||||||
| Waste mass incinerated | mg/kg | 1400 | 660–2500 | ||||||
| Bottom ash | mg/kg | 140 | 44–1300 | ||||||
| Fly ash | mg/kg | 540 | 150–8600 | ||||||
| Surface water (fresh water) | µg/L | 0.5 | 0.1–6 | ||||||
| Sea water | µg/L | 0.034 | 0.015–0.08 | ||||||
| Sediments (fresh water) | mg/kg | 730 | 36–2200 | ||||||
| Sediments (sea water) | mg/kg | 41 | 18–97 | ||||||
| Agricultural soils | mg/kg | 0.7 | 0.3–1.3 | ||||||
| Natural soils | mg/kg | 1.5 | 0.7–3.9 | ||||||
| Urban soils | mg/kg | 2.6 | 1.2–5.2 | ||||||
| Sludge treated soils | mg/kg | 5 | 1.6–17 | ||||||
| Air | µg/m3 | 0.2 | 0.1–0.3 | ||||||