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Particle separation as a pretreatment of an advanced drinking water treatment process by ozonation and biological activated carbon
Affiliation:1. Mineral Processing Laboratory, Federal University of Rio Grande do Sul, 9500 Bento Gonçalves Avenue, Zip Code: 91501–970, Porto Alegre, Brazil;2. LUNAM, IFSTTAR, Aggregates and Materials Processing Laboratory, Route de Bouaye — CS4, 44344 Bouguenais Cedex, Nantes, France;1. National Institute of Standards and Technology (NIST), Gaithersburg, MD 20899, United States;2. Graduate Institute of Applied Physics, National Taiwan University, Taipei 10617, Taiwan;3. Joint Quantum Institute, University of Maryland, College Park, MD 20742, United States;4. Theiss Research, La Jolla, CA 92037, United States
Abstract:The role of particle separation on the performance of ozone-biological activated carbon (BAC) was evaluated based on the analyses of the fate of organic substances in the process. Pilot plant studies were carried out using eutrophic lake water as raw water. The ozonation not only converted refractory organic matter into biodegradable matter but also particulate organic carbon (POC) into dissolved organic carbon (DOC). Total decrease in adsorbable and non biodegradable DOC fraction (ADOC) after ozonation was only 1690 of the influent into the biofiltration process followed by ozonation. However, the ozone-BAC process before membrane separation could reduce organic loading to membrane system. The smaller loading to microfiltration will result in long intervals of back washing and less frequent membrane fouling. Membrane separation before ozonation removed not only POC but also a part of DOC and could prevent dissolution of POC during ozonation. The decreases in ADOC by membrane and ozonation were 20% and 37% of the influent ADOC, respectively. The total decrease in ADOC for membrane process followed by ozonation was 57%. The separation of particulate matter will decrease loading of ADOC onto BAC significantly and, therefore, will extend service life of BAC.
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