Jin-Sung
Ra
a,
Sun-Hong
Lee
b,
Jiho
Lee
b,
Hyun Young
Kim
b,
Byung J.
Lim
c,
Sang H.
Kim
d and
Sang Don
Kim
*b
aDepartment of Aquatic Ecology, Eawag: Swiss Federal Institute of Aquatic Science and Technology, Ueberlandstrasse 133, 8600, Dübendorf, Switzerland
bDepartment of Environmental Science and Engineering, Gwangju Institute of Science and Technology (GIST), 1 Oryong-dong, Buk-gu, Gwangju, 500-712, Korea. E-mail: sdkim@gist.ac.kr; Fax: +82-62-970-2434; Tel: +82-62-970-2445
cYeongsan River Environment Research Center, 1110-8 Oryong-dong, Buk-gu, Gwangju, 500-480, Korea
dWater Environment Division, National Institute of Environmental Research, Kyungseo-dong, Seo-gu, Incheon, 404-708, Korea
First published on 2nd November 2010
Broad scale monitoring of estrogenic compounds was performed at 19 sampling points throughout the Yeongsan and Seomjin river basins and 5 wastewater treatment plants (WWTPs) adjacent to the Gwangju area, Korea, from December 2005 to August 2007. The concentrations of estrogenic compounds, including estrone (E1), 17β-estradiol (E2), 17α-ethynylestradiol (EE2), bisphenol-A, nonylphenol (NP) and 4-octylphenol (OP), in the samples was measured with gas chromatography/mass spectrometry (GC-MS). In addition, the estrogenic activities throughout the river were investigated using the E-screen assay. Of the six estrogenic chemicals, NP (114.6–336.1 ng L−1) and EE2 (0.23–1.90 ng L−1) were detected at the highest and lowest levels, respectively in both the river waters and the WWTP effluents. Bisphenol-A showed the largest concentration range, from 7.5 to 335 ng L−1. The concentrations of E1, E2 and octylphenol ranges were 3.6–69.1, 1.2–10.7, and 2.2–16.9 ng L−1, respectively. According to the calculated estradiol equivalent concentration (EEQ); however, no estrogenic contribution was observed due to the phenolic compounds in the river waters and effluents. E1 and E2 dominated in both the river water and effluent samples, with contributions to the calculated EEQ of over 79 and 77%, respectively. Conversely, EE2 was rarely detected in the river waters (21%) and effluents (0%). The largest contribution of EE2 to the calculated EEQ was 21% in the river water at S-7. The levels of E1, E2, and EE2 were remarkably decreased in the effluents, indicating that the 5 WWTPs did not contribute to the estrogenic effect of the receiving streams. Overall, the WWTPs did not contributed to the estrogenic activity of the receiving waters, but the livestock industry or wildlife may play an important role in the estrogenic contribution to river water.
Environmental impactThe estrogenic chemicals in natural water have been reported to cause reproductive disorders and adverse effects on the endocrine system in humans and other wildlife. This study is a rare investigation on the occurrence and distribution of estrogenic compounds performed in Korean river basins and wastewater treatment plants using a comparison of their concentrations via both biological and chemical approaches. The results revealed that WWTPs do not impact on the EEQ of the receiving waters, but rather the livestock industry or wild life may contribute to the estrogenicity in river water. Moreover, the possible under- or over-estimation of the estrogenic activity in an environmental matrix was discussed through critical data analyses via an E-screen assay and GC-MS. |
The release of estrogenic chemicals mainly originates from wastewater treatment plant (WWTP) effluents, as they are excreted from humans and animals, or from industrial activities. In addition, the combined treatment process of human excretions with industrial and animal husbandry effluents at WWTPs has attracted attention due to the possible estrogenic activity of WWTPs effluents and their detrimental effects on humans and ecosystems.3 However, the environmental concentrations in rivers and surface waters not related to WWTP effluents has also revealed similar concentrations to those found in WWTP effluents.5 Considering the complicated nature of the discharge of estrogenic chemical contaminants, intensified investigations on surface waters related to drinking water, recreation and sports sources are required.
Many diverse methods have been adopted for the monitoring of environmental estrogens in river waters and WWTP effluents, including GC-MS/MS, LC/MS/MS, E-screen, yeast two-hybrid, ER-luciferase and enzyme linked immunosorbent assay (ELISA). Chemical analyses can give both quantitative and qualitative information on the chemicals in water samples. Conversely, biological approaches are able to reveal the real estrogenic activities of environmental samples. Biological methods, such as ELISA, are sometimes applied to estimate residual estrogen concentrations, but whole body or cell-based approaches normally assess the entire estrogenic activity in environmental samples. The environmental concentrations of natural estrogens, 17β-estradiol (E2) and estrone (E1), in river water have been reported to range from 0.1 to 100 ng L−1, but concentrations higher than this range have been found in several studies; 592.7 ng L−1 for E1 and 200 ng L−1 for E2.6,7 Several studies have reported E2 concentrations in river and surface waters; 0.15–3.6 ng L−1 (Germany), 2.6–14.7 ng L−1 (Japan), 1.4–32 ng L−1 (France), <93 ng L−1 (U.S.), 1.1–1.7 ng L−1 (China) and <5.5 ng L−1 (The Netherlands).8,9 The 17β-estradiol equivalent concentration (EEQ), an alternative measure of the estrogenic activity, is commonly introduced to explain the potential hazard of whole sample adverse endocrine effects. The conversion of chemical concentrations to EEQ allows easier estimation or prediction of their effects than just knowing the concentration. Biologically measured EEQs are used mainly for E2, as well as for E1, and EE2. Pojana et al. [2004] observed a contribution of E1, E2 and EE2 to the total EEQ of 97% in a lagoon water.10 EEQ levels in river and surface waters have been observed to range from 0.5 to 1.1 ng-EEQ/L (Switzerland), 4.3 to 47 ng-EEQ/L (Italy) and 0.023 to 1.711 ng-EEQ/L (Portugal).2,11,12
Theoretically, chemical measurements provide detailed information regarding each estrogenic chemical in surface waters, which are then converted into EEQ to predict the overall estrogenic activity. However, a number of chemicals that exert estrogenic activity, as well as their synergistic interaction, make precise calculations difficult. In addition, the various physicochemical characteristics of field samples can affect the biological sensitivity or tolerance of test species or cell lines, making correlation studies even more difficult.
In this study, chemical and biological estrogenic activities were measured using gas chromatography/mass spectrometry (GC-MS), as well as a human breast cancer cell line proliferation (E-screen) assay on river water samples collected at 19 points and on the influents and effluents of 5 WWTPs. Based on the results, the risk from estrogenic compounds in river water was evaluated by their conversion to EEQ values.
For the E-screen assay, stock solutions of NP, 4-OP, BPA, E1, E2 and EE2 were prepared in acetone. The MCF 7 BUS cell line was supplied by Dr Soto (Tufts University School of Medicine, Boston, MA, USA). Dulbecco's Modified Eagle's Medium (DMEM), fetal bovine serum (FBS), trypsin and 0.4% sulforhodamine B (SRB) dying solution were purchased from Gibco-BRL life technologies (Basel, Switzerland). DMEM and phenol red-free DMEM, supplemented with 10% FBS treated with 5% charcoal (Sigma, USA) and 0.5% dextran (Sigma, USA) were used for the bioassay.
Most of the WWTPs use activated sludge treatment methods, but two use rotating biological contactor (RBC) methods, with a capacity of about 10,000 m3 day−1. Of the 5 WWTPs, the largest (WWTP-B) is located in Gwangju province, with discharges of effluent into the Yeongsan River of 0.6 million m3 day−1. WWTP-A is located upstream of WWTP-B and discharges 8,000 m3 day−1 of effluent to a sampling point between Y-1 and Y-2. WWTP-C is located at a tributary of the Yeongsan River and discharges effluent to a sampling point between Y-4 and Y-5 (11,000 m3 day−1). WWTP-D is on the main stream of the Yeongsan River, is regarded as a positive source of pollutants to Y-8 and discharges 22,500 m3 day−1 of effluents. WWTP-E is on the mainstream of the Seomjin River and discharges 2,600 m3 day−1 of effluents to a sampling point between S-3 and S-4.
Grab samples were collected on six occasions for river water, between June 2006 and August 2007, and eight times for WWTPs effluent, between December 2005 and August 2007. The sampling points are shown in Fig. 1. Samples were collected using a 1.0 L stainless steel bucket and stored in 4 L amber glass bottles with polytetrafluoroethaene (PTFE) caps. Samples were acidified on site with hydrochloric acid, to prevent bacterial activities (pH 2.5 ∼ 3.0), and stored in an ice box. Samples were refrigerated at 4 °C and extracted for GC-MS analysis and E-screen assay within 3 days of sampling. After extraction, the solvents were reconstituted for the bioassay. All glassware was rinsed in a stepwise order of surfactant, ethanol, acetone and deionized water.
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Fig. 1 The sampling sites along the Yeongsan and Seomjin River basins (![]() ![]() |
The GC-MS analysis was performed on a Shimadzu GC-17A gas chromatograph coupled to a Shimadzu QP-5050 mass spectrometer (Shimadzu, Kyoto, Japan). Samples were separated using a Restek®, XTI-5 fused silica capillary column (RESTEK Corp., Bellefonte, PA, USA), 30 m in length, with a 0.25 μm film thickness and 0.25 mm internal diameter. A 3 μl sample was injected in the splitless mode, with a sampling time of 2 min and He (99.9999%) as the carrier gas at a flow rate of 1.0 ml min−1. The oven temperature was maintained at 100 °C for 2 min, then ramped to 300 °C at a rate of 10 °C min−1, and held at 300 °C for 10 min. The temperatures of the injection port and interface were 280 and 290 °C, respectively. The mass spectra were obtained under electron impact ionization, with an ionization voltage of 70 eV and ion source temperature of 280 °C. Target compounds were quantitatively determined in the selective ion mode (SIM).
Table 1 shows the retention times, limits of quantification, recoveries, relative standard deviations and m/z values of the six estrogenic compounds. The peaks for the compounds from the GC were eluted in the order: NP, OP, BPA, E1, E2 and EE2. The average recoveries of the target estrogens ranged from 69.4 to 132.8%, with relative standard deviation between 2.62 and 9.55%. The limits of quantification were lowest for E1, E2 and OP and highest for EE2, with concentrations ranging from 0.5 to 10.0 ng L−1.
Parameters | RT | LOD/ng L−1 | LOQ/ng L−1 | RSD (%) | Recovery (%) | m/z |
---|---|---|---|---|---|---|
Nonylphenol | 12.88–13.60 | 1.0 | 3.3 | 2.98 | 115.1 | 193, 221, 207, 235, 295 |
p-octylphenol | 13.78 | 0.1 | 0.3 | 2.62 | 69.4 | 179, 278 |
Bisphenol-A | 17.86 | 0.5 | 1.7 | 4.52 | 132.8 | 357, 372, 386 |
Estrone | 21.75 | 0.1 | 0.3 | 9.55 | 93.7 | 218, 257, 342 |
17β-estradiol | 22.03 | 0.1 | 0.3 | 3.95 | 128.7 | 285, 416 |
17α-ethynylestradiol | 23.02 | 1.0 | 3.3 | 3.83 | 95.9 | 196, 232, 425 |
Pyrene-d10 | 14.19 | 92.5 | 305.3 | 16.77 | 121.4 | 212, 106, 211 |
The growth of cells was determined using the sulforhordamine B (SRB) assay. The test medium was removed, with 300 μl of 10% trichloroacetic acid (Merck, Darmstadt, Germany) added to each well to fix the cells onto the well plate. After 40 min, the well plates were washed five times with tap water and then dried. The cells were dyed with 0.4% SRB solution for 1 h, with 1% acetic acid used to remove the excess SRB solution from the wells. Four-hundred microlitres of 10 mM Tris solution (pH 10.5) were added to each well, and the absorbance measured at 560 nm using an enzyme-linked immunosorbent assay reader (uQuant; Bio-Tek Instruments, Winooski, VT, USA). The details of the SRB assay have been described previously by Körner et al. (2001).14 In general, cell growth is affected by intrinsic and extrinsic factors, such as cell passage number and difference in the cell conditions within each of the well plates. To minimize these variations, the raw absorbance data were normalized using the following equation.15
Site | Mean concentration/ng L−1 | |||||
---|---|---|---|---|---|---|
nonylphenol | octylphenol | bisphenol-A | estrone | 17β-estradiol | 17α-ethynylestradiol | |
Y-1 | 248.89 (145.95) | 10.67 (13.81) | 21.51 (28.24) | 5.10 (6.22) | 6.12 (6.83) | nd |
Y-2 | 155.20 (132.62) | 12.89 (30.92) | 29.19 (36.58) | 24.11 (23.84) | 7.27 (8.05) | 1.08 (2.65) |
Y-3 | 321.00 (177.20) | 5.17 (10.49) | 335.56 (277.52) | 69.05 (142.81) | 7.98 (8.50) | nd |
Y-4 | 157.88 (154.93) | 3.66 (5.37) | 13.95 (10.51) | 24.98 (25.64) | 5.46 (5.97) | 1.60 (3.93) |
Y-5 | 209.56 (81.94) | 5.93 (9.65) | 12.09 (13.61) | 19.76 (20.50) | 7.86 (13.58) | 1.76 (4.32) |
Y-6 | 133.53 (149.48) | 7.12 (10.98) | 10.05 (7.68) | 17.68 (22.65) | 5.08 (5.67) | 0.87 (2.14) |
Y-7 | 278.41 (162.64) | 7.54 (12.80) | 172.39 (75.42) | 15.13 (10.20) | 9.41 (13.29) | 0.23 (0.56) |
Y-8 | 186.18 (80.30) | 4.25 (5.41) | 86.26 (95.03) | 13.10 (20.87) | 7.94 (11.74) | nd |
Y-9 | 336.14 (297.98) | 10.25 (16.50) | 104.29 (88.28) | 18.19 (22.02) | 6.05 (6.45) | nd |
Y-10 | 180.77 (133.96) | 3.39 (6.43) | 100.49 (93.62) | 15.89 (19.77) | 1.83 (2.73) | 0.38 (0.93) |
Y-11 | 228.89 (145.39) | 5.45 (8.31) | 96.02 (113.84) | 34.04 (30.22) | 10.70 (11.01) | nd |
Y-12 | 238.12 (259.00) | 16.78 (36.28) | 49.50 (50.16) | 29.99 (29.04) | 4.20 (5.78) | nd |
S-1 | 296.68 (353.19) | 6.12 (14.99) | 7.54 (6.28) | 3.63 (4.48) | 1.15 (2. 82) | nd |
S-2 | 189.89 (251.36) | 3.22 (5.44) | 11.98 (12.07) | 16.13 (17.25) | 2.94 (5.07) | nd |
S-3 | 258.95 (64.62) | 13.54 (28.66) | 13.42 (18.06) | 11.70 (18.25) | 7.39 (4.52) | nd |
S-4 | 159.92 (113.69) | 2.24 (4.08) | 18.62 (17.58) | 22.63 (21.50) | 6.84 (8.33) | nd |
S-5 | 114.63 (39.15) | 3.20 (4.66) | 32.35 (38.27) | 19.50 (19.59) | 8.42 (7.63) | nd |
S-6 | 126.01 (60.78) | 5.08 (6.43) | 9.90 (4.41) | 16.45 (16.55) | 7.51 (5.28) | nd |
S-7 | 139.80 (52.30) | 5.73 (5.63) | 24.46 (29.41) | 15.02 (18.53) | 3.31 (5.67) | 1.90 (4.66) |
E1 and E2 were detected at all sampling points, and showed higher concentrations than EE2 in the river water samples. Also, these natural estrogens have no relationship with EE2 in their occurrence patterns or concentrations. Because of its high stability and estrogenicity, EE2 is normally categorized as an important estrogen in estimations of its effects on humans and aquatic ecosystems. In this investigation; however, E1 and E2 triggered greater concerns than EE2 because of their high concentrations and frequencies of detection. The E1 concentrations ranged from 3.63–69.05 ng L−1, which were relatively high compared to the results for river water samples studied in France, the Netherlands, Italy and Germany, which were found at levels of 0.8–8.0 ng L−1, 0.1–3.4 ng L−1, 1.5 ng L−1 and 0.1–4.1 ng L−1, respectively, but similar to the results of studies in China (22.4–66.2 for Dan-Shui, 4.29–49.8 for Beitang and 5.00–55.3 for the Dagu River).21 The E2 concentrations in the Yeongsan and Seomjin River basins ranged from 1.15 to 10.70 ng L−1, but those of E1 and E2 in the river water samples were about 50.0 and 15.0 times higher, respectively, than that of EE2. In a comparison between E1 and E2, the former showed a 3.3 times higher concentration than the latter in the river water samples. Similar results were observed by Lei et al. [2009], who reported the presence of E1 at two-fold higher concentrations than E2 in river waters in China, which was attributed to the easy degradation characteristic of E2 into E1 under natural water conditions.21 When discharged, E2 transforms into E1 within a very short time. For example, Ternes et al. [2002] reported that 95% of E2 in sludge was degraded into E1 within 3 h.22 Also, Jürgens et al. [1999] reported that the microorganisms in river water transformed E2 to E1, with a half life of 0.2 to 9 days at 20 °C, depending on the number of bacteria in the river water.23 Therefore, without other sources, E2 might be barely detectable in the receiving stream. However, due to the presence of the conjugated form (a slow releasing reservoir of E2), E2 could be detected in the receiving stream after the time full degradation of the E2 in the effluent would have been expected. Although E2 was present at very low concentrations, at most several tens ng L−1, it can readily diffuse through the cell membrane and ultimately up or down regulate many genes.
The E1 concentration in the effluent from WWTP-B was as low as 8.13 ng L−1, but the highest E1 concentration was observed at Y-3 (downstream of WWTP-B). Also, a significantly higher concentration of E1 was observed at Y-3 compared to Y-2 (upstream of Y-3 and WWTP-B), indicating a slight contribution to the E1 concentration of Y-2 from Y-3 (p > 0.05; Student's t-test). For example, a sharp increase in the E1 concentration was observed in August 2007 at Y-3 (360 ng L−1) compared to Y-2 (below detection limit). Therefore, WWTP-B might be a possible source of E1 to the downstream area, not only by direct discharge of E1, but also due to the degradation of E2 to E1 in the Yeongsan River basin. Although E1 is the degradation product of E2, there was only a weak (medium positive relationship by Pearson correlation) relationship between the E1 and E2 concentrations in all of the river samples (r = 0.3461). The levels of three estrogenic compounds slightly varied with the season.
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Fig. 2 Mean concentrations (± standard deviation, n = 8) of phenolic compounds [a] and E1, E2 and EE2 [b] in the WWTP influents and effluents, Inf: influent, Eff: effluent. |
The results for the natural and synthetic estrogens are given in Fig. 2b. As depicted in this figure, E1 showed the highest concentration among the three estrogens, and EE2 the lowest. E1 peaked at WWTP-D, but E2 and EE2 were highest at WWTP-B. The EE2 concentration in the influent to WWTP-B was about 9 times higher than that at Y-5, which shows the highest concentration of all the river samples. However, it was degraded to below the detection limit (100%) after treatment. A much lower degradation efficiency was observed in the effluent from an activated sludge process at the WWTPs by Baronti et al. [2000], who reported degradation of 85% for 15 samples.24 The high degradation efficiency found in this study was due to the difficulty in analyzing the complex effluent samples below the ng L−1 level. The limit of detection for EE2 was 1.0 ng L−1; therefore, below this concentration, the peaks on the chromatograms were not counted, but considered as non-detected. E1 showed the highest degradation efficiency among the three estrogens (87.8%), and was fairly higher than the 61% found by Baronti et al. [2000]. WWTP effluents are normally considered a major source of endocrine disruptors.24 Contrary to previous results, our five target WWTPs were considered lesser sources of endocrine disruptors. E1 and E2 were significantly high in the river water samples than in the effluents from the WWTPs. Therefore, nonpoint sources may prevail as the primary inputs of endocrine disruptors to river waters in our study area.
Site | Calculated EEQ (ng-EEQ/L) | Measured EEQ (ng-EEQ/L) | Contribution to the calculated EEQ (%) | |||||
---|---|---|---|---|---|---|---|---|
NP | OP | BPA | E1 | E2 | EE2 | |||
Y-1 | 6.62 (6.66) | 0.38 (0.23) | 0.0 | 0.0 | 0.0 | 6.6 | 93.4 | 0.0 |
Y-2 | 10.40 (9.90) | 4.29 (6.76) | 0.0 | 0.0 | 0.0 | 24.1 | 72.0 | 3.9 |
Y-3 | 15.32 (22.95) | 2.40 (4.09) | 0.0 | 0.0 | 0.0 | 47.7 | 52.3 | 0.0 |
Y-4 | 8.76 (6.72) | 0.72 (0.68) | 0.0 | 0.0 | 0.0 | 28.0 | 60.7 | 11.3 |
Y-5 | 10.63 (14.65) | 0.80 (0.63) | 0.0 | 0.0 | 0.0 | 18.1 | 71.4 | 10.5 |
Y-6 | 7.49 (6.50) | 1.00 (0.81) | 0.0 | 0.0 | 0.0 | 25.9 | 74.1 | 0.0 |
Y-7 | 11.06 (13.56) | 5.45 (5.38) | 0.0 | 0.0 | 0.0 | 13.9 | 86.1 | 0.0 |
Y-8 | 9.24 (11.78) | 6.27 (8.43) | 0.0 | 0.0 | 0.0 | 14.1 | 85.9 | 0.0 |
Y-9 | 7.90 (7.51) | 3.57 (3.99) | 0.0 | 0.0 | 0.0 | 23.2 | 76.8 | 0.0 |
Y-10 | 3.68 (3.94) | 1.99 (2.77) | 0.0 | 0.0 | 0.0 | 46.5 | 53.5 | 0.0 |
Y-11 | 14.28 (11.52) | 2.91 (3.05) | 0.0 | 0.0 | 0.0 | 24.4 | 75.6 | 0.0 |
Y-12 | 7.30 (7.69) | 3.12 (3.29) | 0.0 | 0.0 | 0.0 | 41.9 | 58.1 | 0.0 |
S-1 | 1.49 (2.68) | 1.03 (0.64) | 0.0 | 0.0 | 0.0 | 0.0 | 100.0 | 0.0 |
S-2 | 4.57 (4.62) | 3.51 (4.47) | 0.0 | 0.0 | 0.0 | 35.5 | 64.5 | 0.0 |
S-3 | 8.55 (5.46) | 2.10 (3.03) | 0.0 | 0.0 | 0.0 | 13.6 | 86.4 | 0.0 |
S-4 | 9.13 (9.19) | 0.86 (0.55) | 0.0 | 0.0 | 0.0 | 25.0 | 75.0 | 0.0 |
S-5 | 10.40 (6.58) | 1.85 (3.14) | 0.0 | 0.0 | 0.0 | 18.9 | 81.1 | 0.0 |
S-6 | 9.18 (4.45) | 1.89 (2.39) | 0.0 | 0.0 | 0.0 | 18.0 | 82.0 | 0.0 |
S-7 | 5.59 (9.22) | 3.05 (3.39) | 0.0 | 0.0 | 0.0 | 24.7 | 54.3 | 21.0 |
The means of the EEQ values measured by the E-screen assay in the Yeongsan and Seomjin River basins ranged from 0.38 to 4.29 ng-EEQ/L and 0.86 to 3.51 ng-EEQ/L, respectively. The highest estrogenic contamination was expected at Y-3 due to WWTP-B (the largest treatment plant in the study area) being located upstream of this sampling point. However, Y-3 revealed 2.40 ng-EEQ/L in the E-screen assay, which was slightly higher than that measured in the effluent, which had a value of 2.04 ng-EEQ/L (Table 4). Interestingly, the EEQ at Y-2 (upstream of Y-3 and WWTP-B) revealed the highest value among the three points, at 4.29 ng-EEQ/L. The negligible influence of the EEQ on the receiving stream was also reported by Bacci et al. [2009], where effluents with 3-fold higher EEQ values did not increase the estrogenic activity in the receiving stream, probably due to MCF-7 cell proliferation being prohibited by the presence of anti-estrogenic chemicals in the effluents or river water.6
WWTPs | Calculated EEQ | Measured EEQ | ||||||||
---|---|---|---|---|---|---|---|---|---|---|
Influent | Effluent | Removal (%) | Influent | Effluent | Removal (%) | |||||
mean | std | mean | std | mean | std | mean | std | |||
a Mean of 8 samples for each WWTP, Pearson; Pearson correlation, std; standard deviation. | ||||||||||
A | 27.59 | 19.29 | 3.71 | 5.51 | 86.5 | 21.92 | 12.11 | 0.38 | 0.21 | 98.3 |
B | 13.52 | 16.46 | 2.65 | 4.90 | 80.4 | 30.27 | 10.79 | 2.04 | 2.73 | 93.3 |
C | 10.79 | 12.85 | 2.61 | 5.64 | 75.8 | 17.65 | 6.74 | 1.65 | 1.48 | 90.7 |
D | 15.07 | 16.80 | 2.01 | 5.27 | 86.7 | 21.64 | 10.31 | 0.91 | 0.67 | 95.8 |
E | 14.67 | 13.81 | 2.76 | 3.72 | 81.2 | 19.18 | 9.85 | 3.84 | 3.74 | 80.0 |
mean | 16.33 | 6.51 | 2.75 | 0.61 | 82.1 | 22.13 | 4.88 | 1.76 | 1.33 | 91.6 |
Pearson | r = 0.04 for influent, r = −0.21 for effluent, r = 0.49 for removal rate |
At some investigation points along the Yeongsan River (Y-4, Y-5 and Y-6), the measured EEQ values were less than 1.00 ng-EEQ/L. Such low estrogenic activities were also observed by Oh et al. [2000] in 4 major rivers in Korea.25 They divided the rivers into upstream and downstream of potential sources, and then performed E-screen assays. The highest concentrations they found were 7.43 ng-EEQ/L upstream and 2.05 ng-EEQ/L downstream, but reported very low estrogenic activities, which were as low as 0.01 ng-EEQ/L. From the monitoring that has been performed on river waters in Korea, certain river points have been found to be free from estrogenic contamination, presumably due to the low input of estrogenic chemicals (a long distance from the source) or the high self-depuration system.
When all the individual data were considered (total 114 samples for river water), the calculated EEQ showed relatively higher activity than that measured (E-screen) in 75.4% of samples. This result shows that the calculated EEQ is generally higher than that measured, but in some case (here, in 24.6% case), the presence of undetected or non-targeted chemicals in river water can increase the estrogenic activity in the E-screen assay. Low concentrations, around or below the detection limit, are likely to decrease the precision of both the E-screen assay and GC-MS analysis. The detection limit in the GC-MS analysis can be affected by the matrix conditions. In other word, under certain matrix conditions, interference can reduce the overall efficiency of the extraction, clean up and derivatization. The measured EEQ can also be influenced by synergistic or antagonistic effects of chemicals in a mixture. Because of these problems, the precisions of E-screen assay and GC-MS analysis are likely to be low under certain matrix conditions or with various chemical compositions.
Using the Pearson correlation between the calculated and measured EEQ values in WWTPs influents and effluents, no relationship was observed (r = 0.04 for influent and −0.21 for effluent). According to the GC-MS analysis, the contribution of E2 to the total estrogenic activity was the most significant, with a mean of 76% in both the influents and effluents. The EEQ values due to E2 in effluents are of importance because E2 is a natural hormone from both human and livestock sources, which can cause the most severe estrogenic impact on the receiving river. Also, the presence of E2 is provocative because the microorganisms in river water will transform E2 to E1 and; therefore, this could affect the estrogenic activity, even after their breakdown. The removal rate for the calculated EEQ was 9.48% higher than that measured, but both methods showed good removal efficiencies of over 82% as a result of wastewater treatment. When individual chemicals were considered (E1, E2 and EE2), the contribution of E1 was dramatically decreased after the treatment process, from 25.2 to 8.5%. Conflicting results were reported by Bicchi et al. [2009] with respect to WWTP effluents.6 They reported a greater contribution of E1 to the total estrogenic activity, and suggested the biotransformation of E2 into E1 due to the treatment process. In this investigation; however, E2 accounted for 91.5% of the total estrogenic activity in the effluents, implying the probable simultaneous degradation of E1 and E2 during the treatment process, but the slow replenishment of E2 due to the decomposition of conjugated E2. Overall, the degradation patterns were similar for both the calculated and measured EEQ values, but no significant relationship was observed, regardless of treatment.
The influents to WWTPs contain significantly high levels of estrogenic chemicals compared to river water and effluents. After treatment; however, the concentrations and measured EEQ values were greatly decreased, showing similar estrogenic activity to that found in river water using the measured EEQ (p = 0.37), but significantly lower estrogenic activity via the calculated EEQ (p < 0.05), suggesting no significant effect of WWTP effluents on the receiving rivers in this study. Therefore, although WWTP effluents are generally regarded as a main source for the supply of estrogens to river water, unidentified sources of estrogens, originating from, for example, the livestock industry or wildlife, may also play important roles in the estrogenic activity of river water.
Moreover, the present study has demonstrated that bioassays and chemical analyses of estrogens, when applied to environmental matrices, are unstable due to complexities of the matrix and the effects of chemical mixtures, which can cause synergistic or antagonistic effects on the biological endpoints. Therefore, when the estrogenic activity in environmental samples is sought, combined methods, such as GC-MS analysis and the E-screen assay, will be required to obtain greater reliability. With respect to anti-estrogens, the introduction of negative effect criteria, such as the Reverse Estradiol EQuivalent (R-EEQ) concentration, should be considered. It is also desirable to consider whether conjugates of estrogens or unknown chemicals, which may increase or decrease the estrogenicity, are present.
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