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Removal Characteristics of Organic Pollutants in Sewage Treatment by a Pre-Coagulation, Ozonation and Ozone/Hydrogen Peroxide Process

机译:预混凝,臭氧化和臭氧/过氧化氢工艺处理污水中有机污染物的去除特性

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The applicability of a sequential process of ozonation and ozone/hydrogen peroxide process for the removal of soluble organic compounds from a pre-coagulated municipal sewage was examined. 6-25% of initial T-COD_(Cr) was removed at the early stage of ozonation before the ratio of consumed ozone to removed T-COD_(Cr) dramatically increased. Until dissolved ozone was detected, 0.3 mgO3/mgTOC0 (Initial TOC) of ozone was consumed. When an ozone/ hydrogen peroxide process was applied, additional COD_(Cr) was removed. And we elucidated that two following findings are important for the better performance of ozone /hydrogen peroxide process; those are to remove readily reactive organic compounds with ozone before the application of ozone / hydrogen peroxide process and to avoid the excess addition of hydrogen peroxide. Based on these two findings, we proposed a sequential process of ozonation and multistage ozone/hydrogen peroxide process and the appropriate addition of hydrogen peroxide. T-COD_(Cr), TOC and ATU-BOD5 were reduced to less than 7 mg/L, 6 mgC/L and 5 mg/L, respectively after total treatment time of 79 min. Furthermore, we discussed the transformation of organic compounds and the removal of organic compounds. The removal amount of COD_(Cr) and UV_(254) had good linear relationship until the removal amounts of COD_(Cr) and UV_(254) were 30 mg/L and 0.11 cm~(-1), respectively. Therefore UV_(254) would be useful for an indicator for COD_(Cr) removal at the beginning of the treatment. The accumulation of carboxylic acids (formic acid, acetic acid and oxalic acid) was observed. The ratio of carbon concentration of carboxylic acids to TOC remaining was getting higher and reached around 0.5 finally. Removal of TOC was observed with the accumulation of carboxylic acids. When unknown organic compounds (organic compounds except for carboxylic acids) were oxidized, 70% was apparently removed as carbon dioxide and 30% was accumulated as carboxylic acids. A portion of biodegradable organic compounds to whole organic compounds was enhanced as shown by the increase ratio of BOD/COD_(Cr).
机译:考察了臭氧化和臭氧/过氧化氢序贯过程从预混凝的城市污水中去除可溶性有机化合物的适用性。在臭氧消耗的初期,在消耗的臭氧与去除的T-COD_(Cr)之比急剧增加之前,去除了6-25%的初始T-COD_(Cr)。在检测到溶解的臭氧之前,消耗了0.3 mgO3 / mgTOC0(初始TOC)的臭氧。当采用臭氧/过氧化氢工艺时,额外的COD_(Cr)被去除。并且我们阐明了以下两个发现对于提高臭氧/过氧化氢工艺的性能很重要;这些方法是在应用臭氧/过氧化氢工艺之前,去除易与臭氧反应的有机化合物,并避免过量添加过氧化氢。基于这两个发现,我们提出了臭氧化和多级臭氧/过氧化氢工艺的顺序过程,并适当添加了过氧化氢。总处理时间为79分钟后,T-COD_(Cr),TOC和ATU-BOD5分别降至7 mg / L,6 mgC / L和5 mg / L以下。此外,我们讨论了有机化合物的转化和有机化合物的去除。直到COD_(Cr)和UV_(254)的去除量分别为30 mg / L和0.11 cm〜(-1)时,COD_(Cr)和UV_(254)的去除量才具有良好的线性关系。因此,UV_(254)对于治疗开始时COD_(Cr)去除的指标将很有用。观察到羧酸(甲酸,乙酸和草酸)的积累。羧酸的碳浓度与残留的TOC之比越来越高,最终达到约0.5。随着羧酸的积累,观察到TOC的去除。当未知的有机化合物(除羧酸以外的有机化合物)被氧化时,显然将70%的二氧化碳除去,将30%的羧酸累积。如BOD / COD_(Cr)的增加比例所示,一部分可生物降解的有机化合物相对于整个有机化合物得到了增强。

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