| Literature DB >> 34834057 |
Daniel Wolecki1, Barbara Trella1, Fei Qi2, Piotr Stepnowski1, Jolanta Kumirska1.
Abstract
Phthalic acid esters (PAEs) have a negative impact on living organisms in the environment, therefore, are among the group of Endocrine Disrupting Compounds (ECDs). Unfortunately, conventional methods used in municipal wastewater treatment plants (MWWTPs) are not designed to eliminate PAEs. For this reason, the development of cheap and simple but very effective techniques for the removal of such residues from wastewater is crucial. The main aim of this study was the evaluation of the removal of six selected PAEs: diethyl phthalate (DEP), di-n-octyl phthalate (DOP), di-n-butyl phthalate (DBP), benzyl butyl phthalate (BBP), bis(2-ethylhexyl) phthalate (DEHP) and dimethyl phthalate (DMP), in real MWWTPs supported by constructed wetlands (MWWTP-CW system). For the first time, the possibility of using three new plants for this purpose, Cyperus papyrus (papyrus), Lysimachia nemorum (yellow pimpernel) and Euonymus europaeus (European spindle), has been presented. For determining the target PAEs in wastewater samples, a method of SPE (Solid-Phase Extraction)-GC-MS(SIM) was developed and validated, and for plant materials, a method of UAE (Ultrasound-Assisted Extraction)-SPE-GC-MS(SIM) was proposed. The obtained data showed that the application of the MWWTP-CW system allows a significant increase in the removal of DEP, DBP, BBP and DEHP from the wastewater stream. Euonymus europaeus was the most effective among the tested plant species for the uptake of analytes (8938 ng × g-1 dry weight), thus, this plant was found to be optimal for supporting conventional MWWTPs.Entities:
Keywords: constructed wetlands; municipal wastewater; phthalic acid esters; plant
Mesh:
Substances:
Year: 2021 PMID: 34834057 PMCID: PMC8621385 DOI: 10.3390/molecules26226966
Source DB: PubMed Journal: Molecules ISSN: 1420-3049 Impact factor: 4.411
Figure 1CWs configurations, according to hydrology (surface or subsurface flow), plant growth forms for surface flow (free-floating, floating leaved, submerged or emergent) and flow path for subsurface flow (horizontal or vertical). Reprinted from Environmental Pollution, Vol 227, Ana M. Gorito, Ana R. Ribeiro, C.M.R. Almeida, Adrian M.T. Silva, A review on the application of constructed wetlands for the removal of priority substances and contaminants of emerging concern listed in recently launched EU legislation, Pages No. 428–443, Copyright (2017) [10], with permission from Elsevier. (License Number 5166980675287).
Figure 2Absolute recovery (AR ± SD, %) of six target PAEs using different types of SPE cartridges (Oasis HLB, Strata C18-ec and Strata X; n = 3).
Absolute recovery (mean ± SD, %) of the target PAEs from wastewater samples spiked with the target phthalates to the concentrations: 250 ng × L−1, 500 ng × L−1 and 1000 ng × L−1, using Oasis HLB (n = 3).
| Phthalates | Raw Sewage | Treated Sewage |
|---|---|---|
| Mean ± SD (%) | ||
|
| 126 ± 5 | 118 ± 6 |
|
| 109 ± 17 | 121 ± 6 |
|
| 120 ± 25 | 113 ± 11 |
|
| 189 ± 25 | 137 ± 9 |
|
| 115 ± 13 | 39 ± 2 |
|
| 108 ± 14 | 36 ± 2 |
Absolute recoveries (mean ± SD) of six analytes using different solvents during the UAE procedure (n = 3, conc. 1000 ng × g−1 d.w.).
| Type of Solvents/Phthalates | MeOH | EtOAc | DCM |
|---|---|---|---|
| Value of Absolute Recovery [% ± SD (%)] | |||
|
| 29 ± 8 | 29 ± 16 | 32 ± 4 |
|
| 39 ± 10 | 60 ± 16 | 43 ± 8 |
|
| 62 ± 7 | 102 ± 31 | 83 ± 6 |
|
| 61 ± 6 | 80 ± 21 | 80 ± 4 |
|
| 120 ± 23 | <MDL | 130 ± 31 |
|
| 14 ± 3 | 69 ± 26 | 68 ± 3 |
MeOH—methanol; EtOAc—ethyl acetate; DCM—dichloromethane.
Selected validation parameters of the developed methods for determining target compounds in wastewater and plant samples from an MWWTP (analytical range from MQL to 2500 ng × g−1 for plant samples, and from MQL to 1000 ng × L−1 for wastewater samples, n = 3). Abbreviations: MR—mean recovery; ME—matrix effect; MQL—method quantification limit; MDL—method detection limit; UW—untreated wastewater; TW—treated wastewater.
| Validation | Calibration Curves | R2 | Intermediate Precision Measurement (RSD) % | MR | ME | MQL; MDL | ||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Compounds | UW | TW | Plants | UW | TW | Plants | UW | TW | Plants | |||
|
| 17988.73X + 683.92 | 0.9960 | 2.0–5.8 | 80–111 | 84–119 | 83–111 | +17 ± 9 | +34 ± 9 | −24 ± 4 | 5; 2 | 6; 2 | 30; 10 |
|
| 45676.99X + 1352.61 | 0.9965 | 1.3–5.9 | 90–120 | 80–118 | 80–112 | +45 ± 11 | +8 ± 2 | −17 ± 3 | 6; 2 | 7; 2 | 23; 8 |
|
| 117497.40X + 348.26 | 0.9956 | 2.3–9.2 | 85–114 | 90–111 | 90–113 | −25 ± 6 | −13 ± 4 | −10 ± 1 | 5; 2 | 6; 2 | 12; 4 |
|
| 51801.06X − 711.14 | 0.9960 | 0.2–8.0 | 90–118 | 95–105 | 90–114 | +40 ± 17 | +14 ± 4 | −6 ± 1 | 3; 1 | 4; 1 | 12; 4 |
|
| 110988.50X − 1483.44 | 0.9986 | 0.8–8.1 | 95–106 | 90–108 | 94–108 | +50 ± 14 | −35 ± 7 | −10 ± 2 | 5; 2 | 7; 2 | 8; 3 |
|
| 144296.80X − 6362.41 | 0.9941 | 1.8–5.9 | 80–104 | 85–115 | 90–103 | +29 ± 8 | −30 ± 5 | 3 ± 1 | 6; 2 | 4; 1 | 14; 5 |
Concentrations of target compounds in raw and treated sewage samples collected from the studied full-scale MWWTP supported by CWs, determined using the developed SPE–GC–MS(SIM) method (n = 3).
| Phthalates | Concentration in Raw Sewage | Concentration in Treated Sewage |
|---|---|---|
| (mean ± SD) [ng × L−1] | ||
|
| <MDL | <MDL |
|
| 10,097 ± 202 | 178 ± 0 |
|
| 6196 ± 805 | 397 ± 8 |
|
| 204 ± 2 | 89 ± 0 |
|
| 221 ± 7 | 264 ± 3 |
|
| 136 ± 0 | 41 ± 0 |
Results of the determined target compounds in three species of hydroponically cultivated plants from an MWWTP using the developed UAE–SPE–GC–MS(SIM) method (n = 3), and the elimination efficiency of these compounds from wastewater in an MWWTP supported by CWs.
| Phthalates | EE | |||
|---|---|---|---|---|
| (Mean ± SD) [ng × g−1 Dry Weight] | % | |||
|
| <MDL | 98 ± 2 | 397 ± 12 | - 1 |
|
| 400 ± 24 | 313 ± 38 | 477 ± 83 | 98 |
|
| 1596 ± 215 | 1697 ± 140 | 1284 ± 278 | 94 |
|
| 1913 ± 146 | <MDL | 218 ± 19 | 56 |
|
| 1828 ± 196 | 1343 ± 193 | 6562 ± 1065 | 0 2 |
|
| <MDL | 53 ± 22 | <MDL | 70 |
1 if phthalate concentrations were below the MDL value in both raw and treated wastewater, the elimination efficiency (EE) was not calculated. 2 for DOP, the concentration in treated wastewater was higher than in raw. Based on this, it was assumed that the elimination efficiency was 0% and another source of DOP contamination exists in the WWTP.
The sum of the uptake of selected phthalates in ng × g−1 dry weight by tested plant species growing in an MWWTP.
| Plant Species |
|
|
|
|---|---|---|---|
|
| [ng × g−1 dry weight] | ||
| 5737 | 3504 | 8938 | |
Retention parameters (time allowed change ± 0.15 min), time windows and SIM ions for the target compounds (quantitative and confirmation ions; quantitative ions are marked in bold).
| Number | Phthalates | Retention Time (Rt) [min] | Characteristic Ions ( | Time Windows [min] |
|---|---|---|---|---|
|
| DMP | 13.250 | 12.95–14.35 | |
|
| DEP | 15.060 | 14.35–15.73 | |
|
| DBP | 19.225 | 18.63–21.34 | |
|
| BBP | 23.015 | 21.34–24.02 | |
|
| DOP | 24.575 | 24.02–25.54 | |
|
| DEHP | 26.035 | 25.54–26.77 |