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Treatment of Refractory Organic Compounds in Treated Latex Wastewater Using Ozonation

机译:臭氧化处理乳胶废水中的难降解有机物

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Concentrated latex rubber industry is one of the major industries in the Southern region of Thailand. Typically, factories employ pond systems in series to treat large amount of wastewater which contains high organic components. However, the effluent does not meet the Thailand's effluent standards and needs to further treating by other treatment technologies that have ability to degrade the remaining contaminants that cannot be removed by the biological means. Ozonation may be the alternative treatment methods because ozone can directly react with the organic pollutants or indirectly react by hydroxyl radicals result in converting organic pollutants to low molecular weight and ultimately innocuous products such as carbon dioxide (CO_2), water (H_2O). Laboratory-scale of ozonation was conducted for experiments. Unfiltered and filtered wastewater was used and adjusted pH to about 7 prior to feed to the chamber. The experiments was varied the applied ozone dosages of 0.5:1, 1:1, and 2:1 mg O_3/mg COD. Samples were withdrawn for analysis at the contact time of 5, 15, 30, and 60 minutes, respectively. Results of the BOD_5/COD ratio of unfiltered and filtered effluent are about 0.14 and 0.10, respectively, indicating that it has substantial amounts of refractory substances that are difficult to be biodegraded. It was found that the removal efficiencies of unfiltered wastewater due to ozonation were independent of ozone dosage. On the other hands, increasing in the ozone dosage resulting in increasing removal efficiencies of ozonation for filtered wastewater.
机译:浓缩乳胶橡胶工业是泰国南部地区的主要工业之一。通常,工厂采用串联的池塘系统来处理含有高有机成分的大量废水。但是,废水不符合泰国的废水标准,需要通过其他处理技术进行进一步处理,这些处理技术能够降解无法通过生物手段清除的残留污染物。臭氧化可能是替代的处理方法,因为臭氧可以直接与有机污染物反应或通过羟基自由基间接反应,从而将有机污染物转化为低分子量,最终转化为无害产品,例如二氧化碳(CO_2),水(H_2O)。进行了实验室规模的臭氧化实验。使用未过滤和过滤的废水,并在送入反应室之前将pH值调节至约7。改变了实验的臭氧施加量,分别为0.5:1、1:1和2:1 mg O_3 / mg COD。分别在5、15、30和60分钟的接触时间取出样品进行分析。未过滤和过滤后的废水的BOD_5 / COD比值分别约为0.14和0.10,这表明其含有大量难降解物质,难于生物降解。已经发现,由于臭氧化作用而导致的未过滤废水的去除效率与臭氧剂量无关。另一方面,增加臭氧剂量导致过滤后的废水的臭氧去除效率提高。

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