| Literature DB >> 26953121 |
Xuemin Lv1, Sanhua Xiao1, Gang Zhang1, Pu Jiang1, Fei Tang1.
Abstract
This paper evaluated the occurrence and removal efficiency of four selected phenolic endocrine disrupting chemicals (bisphenol A (BPA), octylphenol (OP), nonylphenol (NP) and diethylstilbestrol (DES)) in two drinking waterworks in Jiangsu province which take source water from Taihu Lake. The recombined yeast estrogen screen (YES) and liquid chromatography tandem mass spectrometry (LC-MS/MS) were applied to assess the estrogenicity and detect the estrogens in the samples. The estrogen equivalents (EEQs) ranged from nd (not detected) to 2.96 ng/L, and the estrogenic activities decreased along the processes. Among the 32 samples, DES prevailed in all samples, with concentrations ranging 1.46-12.0 ng/L, BPA, OP and NP were partially detected, with concentrations ranging from nd to 17.73 ng/L, nd to 0.49 ng/L and nd to 3.27 ng/L, respectively. DES was found to be the main contributor to the estrogenicity (99.06%), followed by NP (0.62%), OP (0.23%) and BPA (0.09%). From the observation of treatment efficiency, the advanced treatment processes presented much higher removal ratio in reducing DES, the biodegradation played an important role in removing BPA, ozonation and pre-oxidation showed an effective removal on all the four estrogens; while the conventional ones can also reduce all the four estrogens.Entities:
Mesh:
Substances:
Year: 2016 PMID: 26953121 PMCID: PMC4782170 DOI: 10.1038/srep22860
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.379
Details of the waterworks studied.
| Waterworks | Capacity | Treatment Process | Additional Information |
|---|---|---|---|
| W-A | 1.0 Million ton | Influent (source) | Raw Water From Taihu Lake |
| Pre-Oxidation | Ozonation: 0.6 mg/L | ||
| Gas Water Ratio: 0.6–0.8: 1 | |||
| Contact Time: 10 minutes | |||
| Biodegradation | Biological Aerated Filter | ||
| Working Depth = 2.0 m | |||
| Gas Water Ratio: 0.6–0.8: 1 | |||
| Chlorination | Residual Chlorine 0.05 mg/L | ||
| Influent | Pipeline length: 21 km | ||
| Pipeline Retention Time: 6–7 h | |||
| Coagulation and | Aluminium Oxide: 30 mg/L | ||
| Sedimentation | Contact Time: 3–4 h | ||
| Sand Filtration | Quartz Sand: Pore Size 0.75 mm H = 70 cm | ||
| Flow Rate: 5 ~ 6 m/h | |||
| Ozonation | Ozonation: 0.8 mg/L | ||
| Contact Time: 10–15 min | |||
| Activated Carbon filtration | Granular Activated Carbon: | ||
| Membrane Filtration | Polyvinylidene Fluoride(PVDF) Member: 0.45 μm | ||
| Finished Water | Residual Chlorine 0.8 mg/L | ||
| Retention Time 3 h | |||
| W-B | 0.5 Million ton | Influent(source) | Raw Water From Taihu Lake |
| Coagulation and | Aluminium Oxide: 50 mg/L | ||
| Sedimentation | Contact Time: 2 h | ||
| Influent | Pipeline length: 38 km | ||
| Pipeline Retention Time: 12–15 h | |||
| Sand Filtration | Quartz Sand: Pore Size 0.75 mm H = 70 cm | ||
| Flow Rate: 5 ~ 6 m/h | |||
| Finished Water | Residual Chlorine 0.4–0.6 mg/L | ||
| Retention Time 2–3 h |
adesign values.
Figure 1The water treatment processes of waterworks A (W-A) and waterworks B (W-B).
Retention time, MRM parameters, LOQs and LODs of target compounds.
| Compounds | RT(min) | Precursor ion(m/z) | Compouns parameter | Product ion | LOQ(ng/L) | LOD(ng/L) | EEF | |
|---|---|---|---|---|---|---|---|---|
| Fragmentor (V) | Collision energy (V) | |||||||
| Bisphenol A (BPA) | 1.92 | 227 | 60 | 20/15 | 212*/133 | 11.3 | 3.4 | 3.0 × 10−5 |
| Diethylstilbestrol (DES) | 2.40 | 262 | 60 | 30/30 | 237*/222 | 7.7 | 2.3 | 2.1 × 10−2 |
| Octylphenol (OP) | 4.39 | 205 | 60 | 15 | 106 | 28.0 | 8.4 | 1.2 × 10−3 |
| Nonylphenol (NP) | 4.60 | 219 | 60 | 15 | 106 | 30.7 | 9.2 | 7.0 × 10−4 |
RT: retention time *quantification ion Source parameter: gas temperature: 300 °C, gas flow: 5 L/min, Nebulizer: 45 psi, sheath gas temperature: 250 °C, sheath gas flow: 11 L/min, capillary (negative) 3500 V, nozzle voltage 500 V.
Mean percentage recovery and relative standard deviations (RSD) of target substances.
| Compounds | Recovery (%) | Recovery (%) | RSD (%) |
|---|---|---|---|
| Bisphenol A (BPA) | 116.9 | 98.5 | 7.15 |
| Diethylstilbestrol (DES) | 87.4 | 102.1 | 5.36 |
| Octylphenol (OP) | 91.4 | 87.6 | 3.42 |
| Nonylphenol (NP) | 92.3 | 95.3 | 3.19 |
arecovery in organic-free water.
brecovery in raw water.
The estrogenicity (EEQs, mean ± deviation) and the concentration of the four selected phenolic estrogens (ng/L).
| Waterworks | Treatment Process | January 2014 | March 2014 | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| BPA | DES | OP | NP | EEQs(bio) | EEQs(chem) | BPA | DES | OP | NP | EEQs(bio) | EEQs(chem) | ||
| W-A | Influent (source) | 3.66 | 7.33 | 0.48 | 0.29 | 0.20±0.05 | 0.15 | 2.47 | 12.0 | nd | 1.25 | 0.21±0.06 | 0.25 |
| Pre-Oxidation | 0.72 | 6.74 | nd | nd | nd | 0.14 | 0.85 | 6.68 | nd | nd | 0.29±0.02 | 0.14 | |
| Biodegration | 0.6 | 7.21 | nd | nd | 0.08±0.02 | 0.15 | nd | 6.31 | nd | nd | 0.23±0.02 | 0.13 | |
| Chlorination | 0.32 | 5.41 | nd | nd | nd | 0.11 | 0.25 | 5.69 | nd | nd | 0.28±0.05 | 0.12 | |
| Influent | 1.30 | 4.64 | nd | nd | nd | 0.10 | 0.61 | 6.42 | nd | nd | 0.33±0.05 | 0.13 | |
| Coagulation and Sedimentation | 0.01 | 5.37 | nd | nd | 0.03±0.05 | 0.11 | 0.91 | 5.99 | nd | nd | 0.22±0.01 | 0.13 | |
| Sand Filtration | 0.01 | 5.75 | nd | nd | nd | 0.12 | 1.17 | 5.96 | nd | nd | 0.22±0.01 | 0.13 | |
| Ozonation | 0.23 | 2.90 | nd | nd | 0.05±0.04 | 0.06 | 0.52 | 3.82 | nd | nd | 0.15±0.01 | 0.08 | |
| Activated Carbon filtration | 0.41 | 1.91 | nd | nd | 0.08±0.02 | 0.04 | 2.83 | 2.04 | nd | nd | nd | 0.04 | |
| Membrane Filtration | 0.47 | 1.76 | nd | nd | 0.07±0.01 | 0.04 | 7.37 | 1.46 | nd | nd | nd | 0.03 | |
| Finished Water | 1.22 | 1.92 | nd | nd | 0.07±0.01 | 0.04 | nd | 3.30 | nd | nd | 0.09±0.09 | 0.07 | |
| W-B | Influent(source) | 17.73 | 3.21 | 0.49 | 0.50 | 1.47±0.06 | 0.07 | 6.00 | 10.0 | nd | 3.27 | 2.96±0.13 | 0.21 |
| Coagulation and Sedimentation | 2.76 | 3.76 | 0.43 | 0.31 | 0.06±0.06 | 0.08 | 1.21 | 3.92 | nd | 0.23 | 1.00±0.02 | 0.08 | |
| Influent | 0.88 | 3.31 | 0.49 | 0.19 | 0.02±0.04 | 0.07 | 0.02 | 3.01 | nd | 0.16 | 0.22±0.04 | 0.06 | |
| Sand Filtration | 0.02 | 2.11 | 0.41 | 0.15 | 0.05±0.04 | 0.04 | 0.02 | 3.37 | nd | nd | 0.26±0.02 | 0.07 | |
| Finished Water | 0.17 | 2.59 | nd | nd | 0.02±0.03 | 0.05 | nd | 8.00 | nd | nd | 0.20±0.01 | 0.17 | |
nd: cannot be detected, below LOD.
Figure 2The occurrences of the selected compounds in the water treatment processes.
W-A-1: Influent (source); W-A-2: Pre-Oxidation; W-A-3: Biodegradation; W-A-4: Chlorination; W-A-5: Influent; W-A-6: Coagulation and Sedimentation; W-A-7: Sand Filtration; W-A-8: Ozonation; W-A-9: Activated Carbon filtration; W-A-10: Membrane Filtration; W-A-11: Finished Water. W-B-1: Influent(source); W-B-2: Coagulation and Sedimentation; W-B-3: Influent; W-B-4: Sand Filtration; W-B-5: Finished Water.
Figure 3The occurrences of the selected compounds in the water treatment processes.
W-A-2: Pre-Oxidation; W-A-3: Biodegradation; W-A-4: Chlorination; W-A-5: Influent; W-A-6: Coagulation and Sedimentation; W-A-7: Sand Filtration; W-A-8: Ozonation; W-A-9: Activated Carbon filtration; W-A-10: Membrane Filtration; W-A-11: Finished Water. W-B-2: Coagulation and Sedimentation; W-B-3: Influent; W-B-4: Sand Filtration; W-B-5: Finished Water. Use 0 to replace nd when calculating. The removal efficiency of each process is calculated as follows: (C0−C1)/C0 × 100% C0: the concentration of the target compounds of process0 C1: the concentration of the target compounds of process1 (the process following process0).