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通过多级臭氧氧化-生物处理去除溶解性有机碳

DOC removal by multi-stage ozonation-biological treatment.

作者信息

Nishijima Wataru, Mukaidani Tsukasa, Okada Mitsumasa

出版信息

Water Res. 2003 Jan;37(1):150-4. doi: 10.1016/s0043-1354(02)00257-9.

DOI:10.1016/s0043-1354(02)00257-9
PMID:12465796
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 5 min followed by biological treatment (total ozonation time 15 or 20 min) showed higher removal of DOC than the single-stage ozonation (60 min) 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.

摘要

对用于去除溶解有机碳(DOC)的多阶段臭氧化-生物处理工艺进行了评估,以应用于饮用水处理。使用了不同类型DOC的水,即作为饮用水供应的水库水、城市污水处理厂的二级出水以及从腐叶土中提取的腐殖物质溶液。将多阶段臭氧化-生物处理工艺与传统的单阶段臭氧化-生物处理工艺进行了比较。生物处理中去除的DOC量被定义为生物处理进水的可生物降解溶解有机碳(BDOC)量。对于水库水和腐殖物质溶液,在相同的总臭氧化时间下,多阶段臭氧化-生物处理中DOC的去除率高于传统单阶段臭氧化-生物处理。此外,5分钟的三阶段或四阶段臭氧化后进行生物处理(总臭氧化时间15或20分钟)显示出比单阶段臭氧化(60分钟)和生物处理更高的DOC去除率。多阶段处理中更高的DOC去除率归因于臭氧化产生的BDOC。长期臭氧化对产生BDOC无效,因为大部分臭氧被用于氧化臭氧化早期产生的BDOC。在多阶段处理中,臭氧化有效地分解了难降解的DOC并产生了BDOC,因为BDOC通过生物处理被去除。然而,多阶段臭氧化-生物处理对二级出水无效。原因似乎是该水中臭氧清除剂的浓度高以及DOC对臭氧的反应性低。

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Environ Sci Pollut Res Int. 2007 Jul;14(5):284-92. doi: 10.1065/espr2006.05.302.
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