A conventional biological wastewater treatment plant (BWWTP) and a membrane bio-reactor (MBR) were operated to treat municipal wastewater. The endocrine disrupting compounds (EDCs), 4-nonylphenol (4-NP) and bisphenol A (BPA; 2,2-bis-(4-hydroxyphenyl)-propane), were spiked into the feed. Additionally, the effluents were treated with ozone (O3). The elimination efficiencies of both treatment techniques and the advanced effluent treatment applying ozone were balanced over a three-week testing period by monitoring 4-NP and BPA concentrations in the feed, all effluents and excess sewage sludge. Reduction of Chemical Oxygen Demand (COD) was observed with 95 ± 2%. Substance specific analyses were performed by gas chromatography, coupled with mass spectrometry (GC-MS). Aqueous samples and sludge extracts after pressurised liquid extraction (PLE) were examined after derivatization using acetic anhydride. The spiking levels into the feed were adjusted to reach concentrations of 51.2 ± 10.1 µg/L (4-NP) and 50.7 ± 8.2 µg/L (BPA), while the effluent samples were fortified prior to ozone treatment by adding 48 µg/L or 49 µg/L of 4-NP and BPA. The elimination achieved without applying ozone were > 98 or 97.8 % for 4-NP and BPA in MBR treatment and > 98 and 91.6 % under conventional treatment. Balances proved biodegradation as the superior elimination mechanism for 4-NP and BPA in both treatment processes
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Research Article|
September 01 2006
The elimination of the endocrine disrupters 4-nonylphenol and bisphenol A during wastewater treatment - Comparison of conventional and membrane assisted biological wastewater treatment followed by an ozone treatment
H. Fr. Schröder
1Institut für Siedlungswasserwirtschaft, RWTH Aachen University, Templergraben 55, D - 52056 Aachen, Germany
E-mail: [email protected]
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Water Practice and Technology (2006) 1 (3): wpt2006060.
Citation
H. Fr. Schröder; The elimination of the endocrine disrupters 4-nonylphenol and bisphenol A during wastewater treatment - Comparison of conventional and membrane assisted biological wastewater treatment followed by an ozone treatment. Water Practice and Technology 1 September 2006; 1 (3): wpt2006060. doi: https://doi.org/10.2166/wpt.2006.060
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