Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/41478
Title: DOC removal by multi-stage ozonation-biological treatment
Authors: Wataru, Nishijima
Fahmi, Muhammad Ridwan
Tsukasa, Mukaidani
Mitsumasa, Okada
drfahmi@unimap.edu.my
Keywords: BDOC
Biological treatment
DOC
Humic substance
Multi-stage
Ozonation
Issue Date: Jan-2003
Publisher: IWA Publishing
Citation: Water Research, vol.37 (1), 2003, pages 150-154
Abstract: Multi-stage ozonation-biological treatment process for dissolved organic carbon (DOC) removal was evaluated to apply for drinking water treatment. Waters with different types of DOC were used, i.e. a reservoir water for drinking water supply, a secondary effluent from a municipal wastewater treatment plant and a solution of humic substances extracted from leaf mold. The multi-stage ozonation-biological treatment process was compared with conventional single-stage ozonation-biological treatment process. Amount of DOC removed in biological treatment was defined as amount of biodegradable dissolved organic carbon (BDOC) in influent of biological treatment. DOC removal in the multi-stage ozonation-biological treatment was higher than that in the conventional single-stage ozonation-biological treatment with the same total ozonation time for the reservoir water and humic substances solution. Moreover, three- or four-stage ozonation for 5min followed by biological treatment (total ozonation time 15 or 20min) showed higher removal of DOC than the single-stage ozonation (60min) and biological treatment. The higher DOC removal in the multi-stage treatment was due to the production of BDOC by ozonation. The long-term ozonation was not effective to produce BDOC because most of ozone was utilized to oxidize BDOC produced in the early stage of ozonation. In the multi-stage treatment, ozonation was effective to decompose refractory DOC and to produce BDOC because BDOC was removed by biological treatment. However, multi-stage ozonation-biological treatment was not effective for the secondary effluent. The reason seems to be high concentration of ozone scavengers in that water and low reactivity of DOC for ozone.
Description: Link to publisher's homepage at http://wr.iwaponline.com/
URI: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/41478
ISSN: 0043-1354
1879-2448 (Online)
Appears in Collections:Fahmi Muhammad Ridwan,Assoc. Prof. Dr.

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