Any nonylphenol compounds found in water have to be removed since they are endocrine disruptors. In this study, natural water from the river Ebro fortified with nonylphenol compounds (4n-nonylphenol and technical nonylphenol) is used as a sample in order to simulate a real situation in drinking water treatment plants. The aim is to compare conventional disinfection with advanced oxidation processes (O3, O3/H2O2, O3/TiO2 and O3/H2O2/TiO2) used for the removal of nonylphenol compounds present in natural water. Furthermore, a study is carried out of the by-products (THMs) generated as a consequence of the presence of natural organic matter. Preoxidation by chlorine completely oxidizes 4n-nonylphenol and technical nonylphenol. It can be seen that the best of the advanced oxidation processes is the O3/H2O2, achieving an average oxidation of 55%, although the differences among the processes were not very significant. Furthermore, the use of post-chlorination guarantees the total removal of nonylphenol compounds.
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Research Article|
March 01 2010
Effect of advanced oxidation processes on nonylphenol removal with respect to chlorination in drinking water treatment Available to Purchase
R. Mosteo;
1Department of Chemical Engineering and Environmental Technologies, University of Zaragoza, Pedro Cerbuna 12, 50009 Zaragoza, Spain
E-mail: [email protected]
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N. Miguel;
N. Miguel
1Department of Chemical Engineering and Environmental Technologies, University of Zaragoza, Pedro Cerbuna 12, 50009 Zaragoza, Spain
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P. Ormad Maria;
P. Ormad Maria
1Department of Chemical Engineering and Environmental Technologies, University of Zaragoza, Pedro Cerbuna 12, 50009 Zaragoza, Spain
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J. L. Ovelleiro
J. L. Ovelleiro
1Department of Chemical Engineering and Environmental Technologies, University of Zaragoza, Pedro Cerbuna 12, 50009 Zaragoza, Spain
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Water Supply (2010) 10 (1): 51–57.
Citation
R. Mosteo, N. Miguel, P. Ormad Maria, J. L. Ovelleiro; Effect of advanced oxidation processes on nonylphenol removal with respect to chlorination in drinking water treatment. Water Supply 1 March 2010; 10 (1): 51–57. doi: https://doi.org/10.2166/ws.2010.726
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