Ozone Science and Engineering · 2011 · 33 citations · 27 references
EngineeringEnvironmental EngineeringEnvironmental SciencesWastewater TreatmentWater Quality EngineeringWater TreatmentDrinking Water TreatmentGroundwater QualityGroundwater TreatmentOrganic Contaminant RemovalWater PollutionWater QualityAdvanced Oxidation Of Organic PollutantsAdvanced Oxidation ProcessesNatural Organic Matter ChemistryNatural Organic Matter RemovalOrganic Matter RemovalOxidation ProcessesOxidative TreatmentPreoxidation
To improve water quality, a pilot-scale evaluation into upgrading the conventional treatment process was conducted. By following DOC content, UV254 absorbance, SUVA and by-products formation, three oxidative pre-treatments were evaluated: pre-ozonation (2.2 g O3/m3); O3/H2O2 process (2.2 g O3/m3; H2O2:O3 = 1:2) and O3/H2O2 process (2.2 g O3/m3; H2O2:O3 = 2:1). The second pre-treatment gave the best results, with a final average DOC content of 0.9 mg C/L, UV254 absorbance of 0.06 cm−1 and the lowest THMFP of 130 μg/L. UV254 absorbance can serve as a proper indicator for predicting THM and HAA formation, yielding a correlation coefficient ≥ 0.90.
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NOM characterization and treatability
Douglas Owen, Gary Amy, Zaid K. Chowdhury et al. · American Water Works Association · 1995 · 294 citations
Engineering, Chemical Engineering, Environmental Engineering +14
Selected processes for removing NOM: an overview
Joseph G. Jacangelo, Jack DeMarco, Douglas Owen et al. · American Water Works Association · 1995 · 285 citations
Engineering, Chemical Engineering, Environmental Engineering +14
William H. Glaze, Minoru Koga, Devon A. Cancilla · Environmental Science & Technology · 1989 · 202 citations