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Research article · 2025 · Full text

International Journal of Advanced Chemistry Research

Advanced oxidation processes for degradation of endocrine disrupting compounds in water

Ritika BhatRajiv Das

Volume 7(8) · Pages 137–141 · DOI: 10.33545/26646781.2025.v7.i8b.583 ↗

Research areasAdvanced oxidation water treatmentWater Treatment and DisinfectionPharmaceutical and Antibiotic Environmental Impacts

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Abstract

Author-written

Endocrine Disrupting Compounds (EDCs) synthetic chemicals capable of interfering with hormonal systems in wildlife and humans are among the most concerning micropollutants in aquatic environments globally. Bisphenol A (BPA), the synthetic oestrogen 17alpha-ethinylestradiol (EE2), atrazine, diclofenac, ibuprofen, and natural oestradiol (E2) are regularly detected in surface waters, groundwater, and drinking water at concentrations from nanograms to micrograms per litre, even in countries with advanced wastewater treatment. Conventional wastewater treatment removes EDCs incompletely, necessitating tertiary treatment by Advanced Oxidation Processes (AOPs) that generate reactive oxygen species principally the hydroxyl radical (•OH) capable of oxidising organic pollutants at near-diffusion-limited rates. This research compared the performance of six AOP configurations (UV only, H2O2/UV, O3, O3/UV, Fenton, and Photo-Fenton) for the degradation of six EDCs (BPA, EE2, atrazine, diclofenac, ibuprofen, E2) under controlled laboratory conditions, evaluated the effect of water matrix composition (dissolved organic carbon, bicarbonate) on AOP efficiency, and assessed the estrogenic activity removal using a Yeast Estrogen Screen (YES) bioassay. Photo-Fenton treatment at pH 3.0 with H2O2 (10 mg/L) and Fe2+ (1 mg/L) under UV 254 nm irradiation was the most effective system, achieving >=94% removal of all six EDCs within 60 min in ultrapure water and maintaining >=63% removal in secondary wastewater treatment plant (WWTP) effluent, where dissolved organic carbon and bicarbonates competed for hydroxyl radicals. Pseudo-first-order rate constants ranged from 0.0624 to 0.0714 min-1 for Photo-Fenton treatment. Estrogenic activity (measured as EEQ, oestrogen equivalents) was reduced by 87.4% in WWTP effluent by Photo-Fenton treatment. These data position Photo-Fenton as the most energy-efficient AOP for EDC removal when combined with bicarbonate removal pre-treatment. A cost-energy analysis indicated that Photo-Fenton has the lowest cost per order of magnitude of EDC removal (1.8 kWh/m3 for Fenton, 7.4 kWh/m3 for Photo-Fenton in ultrapure water).

Summary

Source-checked

Plain-language reading of the full paper, prepared with AI and checked against the text. Each point links to the authors' own words.

  1. Why it matters

    • Endocrine Disrupting Compounds (EDCs) are synthetic chemicals that can interfere with hormonal systems in humans and wildlife, making them significant aquatic micropollutants. View evidence ↗

      Why it matters

      Endocrine Disrupting Compounds (EDCs) are synthetic chemicals that can interfere with hormonal systems in humans and wildlife, making them significant aquatic micropollutants.

      In the paper's own words

      “Endocrine Disrupting Compounds (EDCs) synthetic chemicals capable of interfering with hormonal systems in wildlife and humans are among the most concerning micropollutants in aquatic environments globally.”

      Page 1

      Found in: Introduction

      Read it in the full textOpen PDF at page 1 ↗
    • Because conventional wastewater treatment does not fully remove EDCs, tertiary treatment using Advanced Oxidation Processes (AOPs) is needed to generate hydroxyl radicals that can oxidize these pollutants. View evidence ↗

      Why it matters

      Because conventional wastewater treatment does not fully remove EDCs, tertiary treatment using Advanced Oxidation Processes (AOPs) is needed to generate hydroxyl radicals that can oxidize these pollutants.

      In the paper's own words

      “Conventional wastewater treatment removes EDCs incompletely, necessitating tertiary treatment by Advanced Oxidation Processes (AOPs) that generate reactive oxygen species principally the hydroxyl radical (•OH) capable of oxidising organic pollutants at near-diffusion-limited rates.”

      Page 1

      Found in: Introduction

      Read it in the full textOpen PDF at page 1 ↗
    • The impact of EDCs was highlighted in the 1990s when male fish in UK rivers receiving wastewater treatment plant (WWTP) effluents showed feminization, including reduced sperm count and the presence of oocytes. View evidence ↗

      Why it matters

      The impact of EDCs was highlighted in the 1990s when male fish in UK rivers receiving wastewater treatment plant (WWTP) effluents showed feminization, including reduced sperm count and the presence of oocytes.

      In the paper's own words

      “The discovery of feminised fish male fish showing oocytes and reduced sperm count in rivers receiving WWTP effluents in the United Kingdom in the 1990s was one of the first clear signals that synthetic chemicals were disrupting hormonal systems in wild aquatic organisms at environmentally relevant concentrations.”

      Page 1

      Found in: Introduction

      Read it in the full textOpen PDF at page 1 ↗
  2. The question

    • The study aimed to compare six AOP configurations for degrading six specific EDCs, evaluate how water matrix components like bicarbonate and dissolved organic carbon affect efficiency, and measure the removal of estrogenic activity. View evidence ↗

      The question

      The study aimed to compare six AOP configurations for degrading six specific EDCs, evaluate how water matrix components like bicarbonate and dissolved organic carbon affect efficiency, and measure the removal of estrogenic activity.

      In the paper's own words

      “This research compared the performance of six AOP configurations (UV only, H2O2/UV, O3, O3/UV, Fenton, and Photo-Fenton) for the degradation of six EDCs (BPA, EE2, atrazine, diclofenac, ibuprofen, E2) under controlled laboratory conditions, evaluated the effect of water matrix composition (dissolved organic carbon, bicarbonate) on AOP efficiency, and assessed the estrogenic activity removal using a Yeast Estrogen Screen (YES) bioassay.”

      Page 1

      Found in: Quality control and calibration

      Read it in the full textOpen PDF at page 1 ↗
  3. What they did

    • Experiments used 1 L borosilicate glass reactors with magnetic stirring, a 15 W UV lamp (254 nm), and ozone generated at 5 mg/L. View evidence ↗

      What they did

      Experiments used 1 L borosilicate glass reactors with magnetic stirring, a 15 W UV lamp (254 nm), and ozone generated at 5 mg/L.

      In the paper's own words

      “Reactions were conducted in 1 L borosilicate glass reactors equipped with magnetic stirring. pH was adjusted with H2SO4 (0.1 M) or NaOH (0.1 M). UV irradiation used a 15 W low-pressure mercury UV lamp (254 nm peak, 15 mW/cm2 at 5 cm, Heraeus model TNN 15/32). Ozone was generated by an OZ-2 ozone generator (Fischer Technology) at 5 mg/L measured by indigo colorimetric method.”

      Page 2

      Found in: Quality control and calibration

      Read it in the full textOpen PDF at page 2 ↗
    • Estrogenic activity was measured using a Yeast Estrogen Screen (YES) bioassay with Saccharomyces cerevisiae BLMZ, reporting results as oestrogen Equivalent Concentrations (EEQ). View evidence ↗

      What they did

      Estrogenic activity was measured using a Yeast Estrogen Screen (YES) bioassay with Saccharomyces cerevisiae BLMZ, reporting results as oestrogen Equivalent Concentrations (EEQ).

      In the paper's own words

      “Estrogenic activity by YES assay used Saccharomyces cerevisiae BLMZ expressing the human oestrogen receptor; results reported as oestrogen Equivalent Concentrations (EEQ) using an EE2 standard calibration curve [8].”

      Page 2

      Found in: Environmental monitoring context

      Read it in the full textOpen PDF at page 2 ↗
    • The HPLC method was validated with a linearity of 1-500 ug/L, a limit of quantification (LOQ) of 0.5-1 ug/L, and recovery rates between 93.7% and 108.4% for the EDCs. View evidence ↗

      What they did

      The HPLC method was validated with a linearity of 1-500 ug/L, a limit of quantification (LOQ) of 0.5-1 ug/L, and recovery rates between 93.7% and 108.4% for the EDCs.

      In the paper's own words

      “HPLC analytical method validation: linearity 1-500 ug/L (R2 >=0.9998 for all analytes), LOQ 0.5-1 ug/L, intra-day precision CV <=2.4%, inter-day CV <=3.7%, recovery from spiked river water matrix 93.7-108.4% for all six EDCs.”

      Page 2

      Found in: Quality control and calibration

      Read it in the full textOpen PDF at page 2 ↗
  4. What they found

    • Photo-Fenton treatment (pH 3.0, 10 mg/L H2O2, 1 mg/L Fe2+, 254 nm UV) was the most effective, removing 94% or more of all six EDCs within 60 minutes in ultrapure water. View evidence ↗

      What they found

      Photo-Fenton treatment (pH 3.0, 10 mg/L H2O2, 1 mg/L Fe2+, 254 nm UV) was the most effective, removing 94% or more of all six EDCs within 60 minutes in ultrapure water.

      In the paper's own words

      “Photo-Fenton treatment at pH 3.0 with H2O2 (10 mg/L) and Fe2+ (1 mg/L) under UV 254 nm irradiation was the most effective system, achieving >=94% removal of all six EDCs within 60 min in ultrapure water”

      Page 1

      Found in: Quality control and calibration

      Read it in the full textOpen PDF at page 1 ↗
    • UV treatment alone was the least effective method, removing only 18.4% of BPA after 60 minutes. View evidence ↗

      What they found

      UV treatment alone was the least effective method, removing only 18.4% of BPA after 60 minutes.

      In the paper's own words

      “UV alone was the least effective (k = 0.0031 min-1 for BPA, 18.4% removal at 60 min), confirming that direct photolysis is insufficient for EDC removal under practical conditions.”

      Page 3

      Found in: Quality control and calibration

      Read it in the full textOpen PDF at page 3 ↗
    • Among the EDCs, diclofenac was the most susceptible to Photo-Fenton treatment with a rate constant of 0.0714 min-1, while EE2 was the least reactive at 0.0624 min-1. View evidence ↗

      What they found

      Among the EDCs, diclofenac was the most susceptible to Photo-Fenton treatment with a rate constant of 0.0714 min-1, while EE2 was the least reactive at 0.0624 min-1.

      In the paper's own words

      “Diclofenac was the most susceptible EDC to Photo-Fenton treatment (k = 0.0714 min-1, T90% = 32 min), while EE2 was slightly less reactive (k = 0.0624 min-1).”

      Page 3

      Found in: Quality control and calibration

      Read it in the full textOpen PDF at page 3 ↗
    • In wastewater treatment plant (WWTP) effluent, removal efficiency dropped to 63.4% for BPA and 58.9% for EE2 due to hydroxyl radical scavenging by bicarbonate and dissolved organic matter. View evidence ↗

      What they found

      In wastewater treatment plant (WWTP) effluent, removal efficiency dropped to 63.4% for BPA and 58.9% for EE2 due to hydroxyl radical scavenging by bicarbonate and dissolved organic matter.

      In the paper's own words

      “In WWTP effluent (DOC 14.7 mg/L, bicarbonate 187 mg/L), BPA removal fell to 63.4% and EE2 to 58.9%, reflecting the consumption of •OH by DOM and its scavenging by bicarbonate”

      Page 3

      Found in: Quality control and calibration

      Read it in the full textOpen PDF at page 3 ↗
    • Photo-Fenton treatment reduced the estrogenic activity of WWTP effluent by 87.4%. View evidence ↗

      What they found

      Photo-Fenton treatment reduced the estrogenic activity of WWTP effluent by 87.4%.

      In the paper's own words

      “Estrogenic activity (measured as EEQ, oestrogen equivalents) was reduced by 87.4% in WWTP effluent by Photo-Fenton treatment.”

      Page 1

      Found in: Conclusion

      Read it in the full textOpen PDF at page 1 ↗
    • Cost-energy analysis showed that while Fenton had the lowest energy use (1.8 kWh/m3), Photo-Fenton (7.4 kWh/m3) provided the lowest cost per order of magnitude of EDC removal. View evidence ↗

      What they found

      Cost-energy analysis showed that while Fenton had the lowest energy use (1.8 kWh/m3), Photo-Fenton (7.4 kWh/m3) provided the lowest cost per order of magnitude of EDC removal.

      In the paper's own words

      “A cost-energy analysis indicated that Photo-Fenton has the lowest cost per order of magnitude of EDC removal (1.8 kWh/m3 for Fenton, 7.4 kWh/m3 for Photo-Fenton in ultrapure water).”

      Page 1

      Found in: Quality control and calibration

      Read it in the full textOpen PDF at page 1 ↗
  5. What it means

    • The authors conclude that Photo-Fenton is the preferred AOP for polishing Indian WWTP effluent, especially when combined with bicarbonate removal as a pre-treatment. View evidence ↗

      What it means

      The authors conclude that Photo-Fenton is the preferred AOP for polishing Indian WWTP effluent, especially when combined with bicarbonate removal as a pre-treatment.

      In the paper's own words

      “These results establish Photo-Fenton as the preferred AOP for EDC removal in Indian WWTP effluent polishing applications, with bicarbonate removal as a cost-effective pre-treatment step to maximise efficiency.”

      Page 4

      Found in: Conclusion

      Read it in the full textOpen PDF at page 4 ↗
    • The authors state that future research is needed to characterize transformation products using LC-HRMS to determine if harmful oxidation by-products are formed. View evidence ↗

      What it means

      The authors state that future research is needed to characterize transformation products using LC-HRMS to determine if harmful oxidation by-products are formed.

      In the paper's own words

      “Future work will characterise transformation products by LC-HRMS to assess the formation of potentially harmful oxidation by-products [15].”

      Page 4

      Found in: Quality control and calibration

      Read it in the full textOpen PDF at page 4 ↗

Visual summary

3 visuals

Illustrations explain the paper; charts are replotted from the paper's own table values.

AI-generated illustration
AI-generated conceptual illustration (wastewater effluent in a Photo-Fenton reactor). It explains the idea and does not show study data.↗ Enlarge
Photo-Fenton Treatment Workflow
AI-generated conceptual illustration (wastewater effluent in a Photo-Fenton reactor). It explains the idea and does not show study data.

AI-generated conceptual illustration (wastewater effluent in a Photo-Fenton reactor). It explains the idea and does not show study data.

Open full-size image ↗

Photo-Fenton Treatment Workflow

AI-generated conceptual illustration (wastewater effluent in a Photo-Fenton reactor). It explains the idea and does not show study data.

View source evidence ↗
Replotted from source data
Replotted from Table 1 (page 3) of the original paper. Every bar is the paper's own table value.↗ Enlarge
Removal at 60 min (%): UV only vs H2O2/UV vs O3 only vs O3/UV vs Fenton
Replotted from Table 1 (page 3) of the original paper. Every bar is the paper's own table value.

Replotted from Table 1 (page 3) of the original paper. Every bar is the paper's own table value.

Open full-size image ↗

Removal at 60 min (%): UV only vs H2O2/UV vs O3 only vs O3/UV vs Fenton

Replotted from Table 1 (page 3) of the original paper. Every bar is the paper's own table value.

View source evidence ↗
Replotted from source data
Replotted from Table 2 (page 3) of the original paper. Every bar is the paper's own table value.↗ Enlarge
BPA removal @ 60 min (%) and EE2 removal @ 60 min (%): Ultrapure water (UPW) vs River water vs WWTP effluent vs Drinking water vs WWTP eff. + H2O2 scav....
Replotted from Table 2 (page 3) of the original paper. Every bar is the paper's own table value.

Replotted from Table 2 (page 3) of the original paper. Every bar is the paper's own table value.

Open full-size image ↗

BPA removal @ 60 min (%) and EE2 removal @ 60 min (%): Ultrapure water (UPW) vs River water vs WWTP effluent vs Drinking water vs WWTP eff. + H2O2 scav....

Replotted from Table 2 (page 3) of the original paper. Every bar is the paper's own table value.

View source evidence ↗

Figures & tables

From the original paper
AOP system performance for EDC degradation: pseudo-first-order rate constants, T90%, percent removal at 60 min, TOC removal,Table 1Page 3Effect of water matrix composition on Photo-Fenton degradation of BPA and EE2 at 60 min and relative hydroxyl radical exposureTable 2Page 3Left: heatmap of degradation efficiency (%) at 60 min for six EDCs across six AOP treatment systems. Right: pie chart showing theFigure 1Page 3Pseudo-first-order degradation kinetics of BPA and EE2 shown on a semi-log scale for three AOP systems, confirming first-orderFigure 2Page 4
FULL TEXT Original article · reflowed for reading

Introduction

The discovery of feminised fish male fish showing oocytes and reduced sperm count in rivers receiving WWTP effluents in the United Kingdom in the 1990s was one of the first clear signals that synthetic chemicals were disrupting hormonal systems in wild aquatic organisms at environmentally relevant concentrations. Subsequent research identified steroidal oestrogens (primarily EE2 from oral contraceptives and natural E2 from livestock excretion) and xenoestrogens such as BPA and alkylphenols as the primary culprits [2] . These findings motivated regulatory scrutiny of pharmaceutical, industrial, and agricultural chemicals for endocrine disrupting potential, resulting in growing regulatory lists of priority EDCs under the EU Water Framework Directive and comparable frameworks in India, the United States, and other jurisdictions. Conventional wastewater treatment primary sedimentation, biological secondary treatment, chlorination removes EDCs inconsistently, with removal ranging from <30% to >90% depending on the compound, sludge retention time, and operational conditions. EE2 and BPA are among the most resistant to conventional biological treatment, and their presence in treated effluent discharged to surface waters is well documented in river monitoring data from Europe, Asia, and Africa [4] . Advanced oxidation processes bridge this treatment gap by generating [1] .

Environmental monitoring context

To provide a baseline for the AOP treatment targets, a reconnaissance monitoring campaign was conducted in the Hooghly and Nag River basins between June and September 2022, prior to the laboratory AOP experiments. Water samples were collected from 8 monitoring stations (4 per river) at both upstream and downstream positions relative to WWTP discharge points. Samples were collected in amber glass bottles, preserved with ascorbic acid (100 mg/L) to quench residual chlorine, and transported to the laboratory within 6 hours on ice. SPE extraction (Oasis HLB, 200 mg, Waters) with methanol/water elution was used to concentrate EDCs 1000-fold from 1 L water samples. Quantification by HPLC-MS/MS (Shimadzu LCMS-8050, MRM mode) using isotopically labelled internal standards (BPA-d16, EE2-d4, diclofenac-d4, all CDN Isotopes, >=98%) provided detection limits of 1-5 ng/L in river water.

BPA was detected at 123-847 ng/L downstream of industrial discharge points; EE2 at 14-78 ng/L downstream of WWTP outfalls; diclofenac at 87-312 ng/L. These field data confirm that the EDC concentrations used in the laboratory AOP experiments (100 ug/L) are above ambient environmental levels, chosen to provide clear quantification, but the pseudo-first-order kinetics established are directly applicable to environmental concentrations by first-order extrapolation [2] . [7] . Concentrations (EEQ) using an EE2 standard calibration curve [8] .

Material and Methods

Material and Methods

Material

Material

Methods

Methods

Quality control and calibration

The UV lamp output was monitored weekly by iodide/iodate actinometry (k_ph = 9.6 x 10-6 einstein/L/s at the experimental geometry), and any batch where actinometry gave a value outside ±5% of baseline was discarded. Ozone concentration was verified by the indigo method (ISO 13069) before each experiment. HPLC analytical method validation: linearity 1-500 ug/L (R 2 >=0.9998 for all analytes), LOQ 0.5-1 ug/L, intra-day precision CV <=2.4%, inter-day CV <=3.7%, recovery from spiked river water matrix 93.7-108.4% for all six EDCs. All experiments were performed in triplicate and means reported. Rate constant uncertainties are reported as 95% confidence intervals from the linear regression of ln(C/C0) vs. time. The YES assay was validated against a 7-point EE2 standard curve (EC 50 = 1.4 ng/L EE2) with intra-assay CV <=12% and inter-assay CV <=18%, consistent with published performance of the YES assay for environmental water samples [9] . Photo-Fenton treatment was the most effective AOP system, achieving pseudo-first-order rate constants of 0.0624-0.0714 min-1 for the six EDCs and greater than 94% removal within 60 min in ultrapure water (Table 1). UV alone was the least effective (k = 0.0031 min-1 for BPA, 18.4% removal at 60 min), confirming that direct photolysis is insufficient for EDC removal under practical conditions. Fenton reagent (without UV) outperformed O3/UV in both rate and TOC mineralisation, and adding UV to Fenton (Photo-Fenton) approximately doubled the rate constant compared to Fenton alone. Diclofenac was the most susceptible EDC to Photo-Fenton treatment (k = 0.0714 min-1, T90% = 32 min), while EE2 was slightly less reactive (k = 0.0624 min-1). The energy consumption of Fenton (no UV) was the lowest at 1.8 kWh/m3, though this system requires pH adjustment to pH 3 and subsequent neutralisation [13] . Water matrix composition substantially affected Photo-Fenton performance (Table 2). In ultrapure water (negligible DOC and bicarbonate), BPA removal at 60 min was 97.2% and EE2 removal 94.3%. In WWTP effluent (DOC 14.7 mg/L, bicarbonate 187 mg/L), BPA removal fell to 63.4% and EE2 to 58.9%, reflecting the consumption of •OH by DOM and its scavenging by bicarbonate (reaction rate constant k_HO•, HCO 3 -= 8.5 x 106 M-1s-1). When the WWTP effluent was pre-treated by acidification to pH 4.5 to remove bicarbonate as CO 2 (reducing HCO 3 -from 187 to <5 mg/L), BPA removal recovered to 87.4% and •OH exposure recovered to 91% of the ultrapure water value. This pretreatment step removes the main hydroxyl radical scavenger at minimal cost, making Photo-Fenton viable for secondary WWTP effluent polishing [14] . ). The higher k-obs for diclofenac compared to EE2 despite its lower second-order rate constant with •OH may reflect direct photolysis contributing at 254 nm, as diclofenac has an absorption maximum near 276 nm with a significant molar absorptivity at 254 nm [13] .

Table 2. Effect of water matrix composition on Photo-Fenton degradation of BPA and EE2 at 60 min and relative hydroxyl radical exposure
Water MatrixpHDOC (mg/L)Carbonate (mg/L)BPA removal @ 60 min (%)EE2 removal @ 60 min (%)Relative •OH exposure vs. UPW
Ultrapure water (UPW)7.0<0.5<197.294.31.00
River water7.88.412478.373.70.68
WWTP effluent7.314.718763.458.90.47
Drinking water7.22.88489.786.20.84
WWTP eff. + H2O2 scav. removed7.314.7<587.482.80.91

Table text extracted from the original PDF; superscript letters are shown inline. The original table image is below.

View original table image
Effect of water matrix composition on Photo-Fenton degradation of BPA and EE2 at 60 min and relative hydroxyl radical exposure↗ Enlarge
Table 2
Effect of water matrix composition on Photo-Fenton degradation of BPA and EE2 at 60 min and relative hydroxyl radical exposure

Effect of water matrix composition on Photo-Fenton degradation of BPA and EE2 at 60 min and relative hydroxyl radical exposure

Open full-size image ↗
Original paper tableSource PDF · page 3 ↗
Table 1. AOP system performance for EDC degradation: pseudo-first-order rate constants, T90%, percent removal at 60 min, TOC removal,
AOP SystemConditionsEDC (C0 100 ug/L)k obs _ (min-1)T90% (min)Removal at 60 min (%)TOC removal (%)Energy (kWh/m3)
UV only254 nm, 15 mW/cm2BPA0.0031>24018.44.72.1
H2O2/UVH2O2 10 mg/L, 254 nmBPA0.021810672.338.74.8
O3 only[O3] 5 mg/LBPA0.014815654.121.33.2
O3/UV[O3] 5 mg/L, 254 nmBPA0.03217283.251.46.7
FentonH2O2 10 mg/L, Fe2+ 1 mg/LBPA0.03875991.458.31.8
Photo-FentonH2O2 10 mg/L, Fe2+ 1 mg/L, UVBPA0.06873497.274.87.4
Photo-FentonH2O2 10 mg/L, Fe2+ 1 mg/L, UVEE20.06243794.368.27.4
Photo-FentonH2O2 10 mg/L, Fe2+ 1 mg/L, UVDiclofenac0.07143299.181.47.4

Table text extracted from the original PDF; superscript letters are shown inline. The original table image is below.

View original table image
AOP system performance for EDC degradation: pseudo-first-order rate constants, T90%, percent removal at 60 min, TOC removal,↗ Enlarge
Table 1
AOP system performance for EDC degradation: pseudo-first-order rate constants, T90%, percent removal at 60 min, TOC removal,

AOP system performance for EDC degradation: pseudo-first-order rate constants, T90%, percent removal at 60 min, TOC removal,

Open full-size image ↗
Original paper tableSource PDF · page 3 ↗

The estrogenic activity removal data from the YES assay (87.4% EEQ reduction in WWTP effluent) are particularly meaningful for regulatory compliance: EU Directive 2013/39/EU set a maximum EE2 concentration of 0.035 ng/L in surface water, a limit that cannot currently be met by standard WWTP operations in most urban centres. Photo-Fenton treatment achieving 87.4% estrogenic activity reduction from an effluent with an initial EEQ of 42 ng/L would reduce the discharge EEQ to approximately 5.3 ng/L, still above the surface water limit but representing a substantial improvement. Meeting the 0.035 ng/L surface water limit from typical WWTP effluent would likely require two-stage AOP treatment or a combination of AOP with activated carbon adsorption [14] . The cost and energy analysis confirms that Fenton at pH 3 without UV is the most energy-efficient option (1.8 kWh/m3), but the pH adjustment requirement and slower kinetics compared to Photo-Fenton may make it impractical for continuous treatment. Photo-Fenton at 7.4 kWh/m3 is comparable to O3/UV (6.7 kWh/m3) but achieves higher TOC mineralisation (74.8% vs. 51.4%), suggesting better conversion to CO 2 and H 2 O rather than persistent transformation products. Future work will characterise transformation products by LC-HRMS to assess the formation of potentially harmful oxidation by-products [15] .

Conclusion

Six advanced oxidation processes were compared for degradation of six endocrine disrupting compounds under controlled laboratory conditions. Photo-Fenton treatment (H 2 O 2 10 mg/L, Fe2+ 1 mg/L, UV 254 nm, pH 3.0) was the most effective system, achieving >=94% removal of all six EDCs within 60 min in ultrapure water with pseudo-firstorder rate constants of 0.0624-0.0714 min-1. TOC mineralisation reached 74.8% under Photo-Fenton conditions. Water matrix DOC and bicarbonate substantially reduced •OH availability in WWTP effluent, but bicarbonate removal by pre-acidification recovered •OH exposure to 91% of ultrapure water values. Estrogenic activity (YES bioassay) was reduced by 87.4% in WWTP effluent by Photo-Fenton. Hydroxyl radicals were identified as the dominant reactive species responsible for 48.3% of EDC degradation. These results establish Photo-Fenton as the preferred AOP for EDC removal in Indian WWTP effluent polishing applications, with bicarbonate removal as a costeffective pre-treatment step to maximise efficiency.

Acknowledgement

Acknowledgements Funding sourcesThis research was supported by the Ministry of Environment, Forest and Climate Change (MoEF&CC), Government of India, through a National Mission for Clean Ganga (NMCG) research grant on emerging water

Figures and tables from the paper

Figure 1. Left: heatmap of degradation efficiency (%) at 60 min for six EDCs across six AOP treatment systems. Right: pie chart showing the
Left: heatmap of degradation efficiency (%) at 60 min for six EDCs across six AOP treatment systems. Right: pie chart showing the↗ Enlarge
Figure 1
Left: heatmap of degradation efficiency (%) at 60 min for six EDCs across six AOP treatment systems. Right: pie chart showing the

Left: heatmap of degradation efficiency (%) at 60 min for six EDCs across six AOP treatment systems. Right: pie chart showing the

Open full-size image ↗
Original paper figureSource PDF · page 3 ↗
Figure 2. Pseudo-first-order degradation kinetics of BPA and EE2 shown on a semi-log scale for three AOP systems, confirming first-order
Pseudo-first-order degradation kinetics of BPA and EE2 shown on a semi-log scale for three AOP systems, confirming first-order↗ Enlarge
Figure 2
Pseudo-first-order degradation kinetics of BPA and EE2 shown on a semi-log scale for three AOP systems, confirming first-order

Pseudo-first-order degradation kinetics of BPA and EE2 shown on a semi-log scale for three AOP systems, confirming first-order

Open full-size image ↗
Original paper figureSource PDF · page 4 ↗

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