Removal of Emerging Pollutants in Horizontal Subsurface Flow and Vertical Flow Pilot-Scale Constructed Wetlands
Abstract
:1. Introduction
2. Materials and Methods
2.1. Wastewater Treatment System Facility Description and Wastewater Quality Monitoring
2.2. Chemicals and LC–MS Analysis
2.3. Statistical Analyses
3. Results and Discussion
3.1. Physicochemical Parameters in CWs
3.2. Performance Statistics of HSF-CW Pilot-Scale Units
3.3. Performance Statistics of VF-CW Pilot-Scale Units
3.4. CW Configuration Comparison and Possible Treatment Mechanisms
4. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Substance | Formula | Chemical Structure | Molecular Weight (g/mol) | Water Solubility (mg/L) | LogKow |
---|---|---|---|---|---|
Phthalate Esters (PAEs) | |||||
Diethyl phthalate (DEP) | C12H14O4 | 222.24 | 1100 | 2.47 | |
Di-isobutyl phthalate (DIBP) | C16H22O4 | 278.35 | 6.2 | 4.45 | |
Di-n-octyl phthalate (DNOP) | C24H38O4 | 390.56 | 0.022 | 8.06 | |
Bis(2-ethylhexyl) phthalate (DEHP) | C24H38O4 | 390.56 | 0.27 | 7.50 | |
Flame retardant | |||||
Tris (1-chloro-2-propyl) phosphate (TCPP) | C9H18Cl3O4P | 327.56 | 1600 | 2.59 | |
Tracer (Stimulant) | |||||
Caffeine (CAF) | C8H10N4O2 | 194.19 | 22 (g/L) | −0.07 |
Compound | Ionization Mode | Measured m/z | Δ (ppm) | Rt (min) | LOD (ng/L) | LOQ (ng/L) |
---|---|---|---|---|---|---|
Diethyl phthalate (DEP) | positive | 223.0961 | 1.9 | 8.9 | 1.2 | 4.0 |
Di-isobutyl phthalate (DIBP) | positive | 279.1597 | −2.3 | 11.1 | 2.5 | 8.3 |
Di-n-octyl phthalate (DNOP) | positive | 391.2833 | 2.5 | 12.3 | 1.8 | 6.0 |
Bis(2-ethylhexyl) phthalate (DEHP) | positive | 391.2837 | 1.5 | 13.8 | 2.8 | 9.3 |
Tris (1-chloro-2-propyl) phosphate (TCPP) | positive | 327.0071 | 3.1 | 9.7 | 1 | 3.3 |
Caffeine (CAF) | positive | 195.0880 | −1.9 | 5.6 | 3 | 10.0 |
Rt: Retention time; LOD: Limit of detection; LOQ: Limit of quantification |
HSF-CW | VF-CW | ||||||||
---|---|---|---|---|---|---|---|---|---|
Parameter | Influent | Effluent | Influent | Effluent | |||||
HSF-R | HSF-C | HSF-Z | VF-R | VF-C | VF-Z | ||||
DEP (μg/L) | Mean | 1.086 | 0.119 | 0.004 | 0.076 | 1.085 | 0.058 | 0.025 | 0.012 |
SD | 1.106 | 0.176 | 0.005 | 0.132 | 1.074 | 0.119 | 0.067 | 0.021 | |
min | 0.066 | BQL(10) | BQL(6) | BQL(5) | 0.091 | BQL(11) | BQL(11) | BQL(14) | |
max | 3.044 | 0.544 | 0.016 | 0.624 | 3.044 | 0.486 | 0.263 | 0.085 | |
n | 21 | 21 | 7 | 21 | 20 | 20 | 15 | 20 | |
DIBP (μg/L) | Mean | 1.121 | 0.299 | 0.288 | 0.147 | 0.710 | 0.289 | 0.048 | 0.106 |
SD | 0.809 | 0.440 | 0.680 | 0.326 | 0.786 | 0.425 | 0.017 | 0.396 | |
min | 0.024 | 0.016 | 0.026 | 0.018 | 0.040 | 0.024 | BQL(1) | BQL(12) | |
max | 2.564 | 1.431 | 1.831 | 1.486 | 2.141 | 1.236 | 0.074 | 1.788 | |
n | 21 | 21 | 7 | 21 | 20 | 20 | 15 | 20 | |
DNOP (μg/L) | Mean | 0.425 | 0.051 | 0.017 | 0.024 | 0.412 | 0.045 | 0.016 | 0.015 |
SD | 0.255 | 0.072 | 0.015 | 0.047 | 0.309 | 0.078 | 0.019 | 0.016 | |
min | 0.043 | BDL(5) | BDL(2) | BDL(13) | 0.024 | BDL(10) | BDL(7) | BDL(10) | |
max | 0.958 | 0.261 | 0.045 | 0.185 | 1.434 | 0.323 | 0.065 | 0.043 | |
n | 21 | 21 | 7 | 21 | 20 | 20 | 15 | 20 | |
DEHP (μg/L) | Mean | 1.597 | 0.663 | 0.461 | 0.643 | 1.334 | 0.431 | 0.060 | 0.181 |
SD | 1.173 | 0.705 | 0.562 | 0.460 | 0.981 | 0.493 | 0.022 | 0.328 | |
min | 0.154 | 0.053 | 0.037 | 0.028 | 0.246 | 0.069 | 0.015 | 0.015 | |
max | 4.126 | 2.041 | 1.326 | 1.789 | 4.126 | 1.985 | 0.088 | 1.256 | |
n | 21 | 21 | 7 | 21 | 20 | 20 | 15 | 20 | |
TCPP (μg/L) | Mean | 0.115 | 0.005 | 0.001 | 0.001 | 0.103 | 0.001 | 0.001 | 0.001 |
SD | 0.095 | 0.009 | 0.000 | 0.000 | 0.085 | 0.003 | 0.000 | 0.000 | |
min | 0.015 | BDL(17) | BDL(7) | BDL(21) | 0.015 | BDL(19) | BDL(15) | BDL(20) | |
max | 0.302 | 0.034 | BDL(7) | BDL(21) | 0.302 | 0.014 | BDL(15) | BDL(20) | |
n | 21 | 21 | 7 | 21 | 20 | 20 | 15 | 20 | |
CAF (μg/L) | Mean | 1.372 | 0.042 | 0.010 | 0.076 | 1.319 | 0.014 | 0.011 | 0.006 |
SD | 1.896 | 0.128 | 0.006 | 0.149 | 1.911 | 0.010 | 0.008 | 0.002 | |
min | BQL(6) | BQL(14) | BQL(4) | BQL(7) | BQL(5) | BQL(10) | BQL(9) | BQL(18) | |
max | 6.805 | 0.597 | 0.018 | 0.570 | 6.975 | 0.032 | 0.026 | 0.011 | |
n | 21 | 21 | 7 | 21 | 20 | 20 | 15 | 20 | |
BDL = below detection limit: DNOP < 1.8 ng/L, TCPP < 1.0 ng/L BQL = below quantification limit: DEP < 4.0 ng/L, CAF < 10.0 ng/L Values in parenthesis indicate the number of samples that were either BDL or BQL |
HSF Pilot-Scale Units | VF Pilot-Scale Units | ||||||||
---|---|---|---|---|---|---|---|---|---|
EPs | Kruskal–Wallis Test | Mann–Whitney U-Test | EPs | Kruskal–Wallis Test | Mann–Whitney U-Test | ||||
Test Statistic | p | Compared CWs | p | Test Statistic | p | Compared CWs | p | ||
DEP | 6.470 | 0.039 | HSF-R, HSF-C | 0.679 | DEP | 4.160 | 0.125 | ||
HSF-R, HSF-Z | 0.328 | DIBP | 9.149 | 0.010 | VF-R, VF-C | 0.294 | |||
HSF-C, HSF-Z | 0.048 | VF-R, VF-Z | 0.008 | ||||||
DIBP | 1.335 | 0.513 | VF-C, VF-Z | 0.905 | |||||
DNOP | 3.428 | 0.180 | DNOP | 0.146 | 0.930 | ||||
DEHP | 0.380 | 0.827 | DEHP | 13.112 | 0.001 | VF-R, VF-C | 0.010 | ||
TCPP | 1.675 | 0.433 | VF-R, VF-Z | 0.003 | |||||
CAF | 0.168 | 0.919 | VF-C, VF-Z | 0.971 | |||||
TCPP | 0.072 | 0.965 | |||||||
CAF | 1.627 | 0.443 |
HSF Pilot-Scale Units | VF Pilot-Scale Units | ||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
EPs | Overall Removal | HRT 14d | HRT 20d | Overall Removal | Feeding Strategy A | Feeding Strategy B | |||||||
HSF-R | HSF-Z | HSF-R | HSF-C | HSF-Z | VF-R | VF-C | VF-Z | VF-R | VF-C | VF-Z | |||
DEP | 85.4 | 88.1 | 67.1 | 94.1 | 96.9 | 80.2 | 94.6 | 91.9 | 98.8 | 92.6 | 90.0 | 98.5 | 99.5 |
DIBP | 76.7 | 90.9 | 87.5 | 63.4 | 71.7 | 75.8 | 81.8 | 63.7 | 80.8 | 86.3 | 74.3 | 93.6 | 96.8 |
DNOP | 90.9 | 82.5 | 87.6 | 90.4 | 96.7 | 94.8 | 92.9 | 88.3 | 87.2 | 94.4 | 94.7 | 96.3 | 96.5 |
DEHP | 70.7 | 92.1 | 79.1 | 66.6 | 64.8 | 60.7 | 84.0 | 75.1 | 93.8 | 85.7 | 68.7 | 90.4 | 93.3 |
TCPP | 98.2 | 94.7 | 98.8 | 97.9 | 99.4 | 99.2 | 99.0 | 99.1 | 99.0 | 98.9 | 99.1 | 99.1 | 99.1 |
CAF | 95.2 | 86.4 | 93.5 | 99.2 | 99.1 | 95.6 | 91.2 | 76.5 | 86.3 | 92.6 | 99.2 | 98.7 | 99.3 |
HSF Pilot-Scale Units | VF Pilot-Scale Units | ||||
---|---|---|---|---|---|
HRT Comparison: 14d and 20d | Feeding Strategy Comparison: A and B | ||||
EPs | CW Unit | p | EPs | CW Unit | p |
DEP | HSF-R | 0.882 | DEP | VF-R | 0.642 |
HSF-Z | 0.162 | VF-C | 0.459 | ||
DIBP | HSF-R | 0.052 | VF-Z | 0.012 | |
HSF-Z | 0.183 | DIBP | VF-R | 0.386 | |
DNOP | HSF-R | 0.361 | VF-C | 0.855 | |
HSF-Z | 0.040 | VF-Z | 0.500 | ||
DEHP | HSF-R | 0.020 | DNOP | VF-R | 0.115 |
HSF-Z | 0.083 | VF-C | 0.082 | ||
TCPP | HSF-R | 0.201 | VF-Z | 0.374 | |
HSF-Z | 0.289 | DEHP | VF-R | 0.751 | |
CAF | HSF-R | 0.027 | VF-C | 0.634 | |
HSF-Z | 0.276 | VF-Z | 0.751 | ||
TCPP | VF-R | 0.454 | |||
VF-C | 0.379 | ||||
VF-Z | 0.331 | ||||
CAF | VF-R | 0.076 | |||
VF-C | 0.516 | ||||
VF-Z | 0.119 |
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Gikas, G.D.; Papaevangelou, V.A.; Tsihrintzis, V.A.; Antonopoulou, M.; Konstantinou, I.K. Removal of Emerging Pollutants in Horizontal Subsurface Flow and Vertical Flow Pilot-Scale Constructed Wetlands. Processes 2021, 9, 2200. https://doi.org/10.3390/pr9122200
Gikas GD, Papaevangelou VA, Tsihrintzis VA, Antonopoulou M, Konstantinou IK. Removal of Emerging Pollutants in Horizontal Subsurface Flow and Vertical Flow Pilot-Scale Constructed Wetlands. Processes. 2021; 9(12):2200. https://doi.org/10.3390/pr9122200
Chicago/Turabian StyleGikas, Georgios D., Vassiliki A. Papaevangelou, Vassilios A. Tsihrintzis, Maria Antonopoulou, and Ioannis K. Konstantinou. 2021. "Removal of Emerging Pollutants in Horizontal Subsurface Flow and Vertical Flow Pilot-Scale Constructed Wetlands" Processes 9, no. 12: 2200. https://doi.org/10.3390/pr9122200
APA StyleGikas, G. D., Papaevangelou, V. A., Tsihrintzis, V. A., Antonopoulou, M., & Konstantinou, I. K. (2021). Removal of Emerging Pollutants in Horizontal Subsurface Flow and Vertical Flow Pilot-Scale Constructed Wetlands. Processes, 9(12), 2200. https://doi.org/10.3390/pr9122200