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Laboratory scale and pilot plant study on treatment of toxic wastewater from the petrochemical industry by UASB reactors

机译:UASB反应器处理石化行业有毒废水的实验室规模和中试工厂研究

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This research concentrates on the development of an integrated approach to evaluate the possibility of treating very concentrated (COD = 15-20 g/l) and toxic wastewater (nitro-organic effluent) from the petrochemical industry in UASB reactors. A newly developed method utilising a modified Micro-Oxymax respirometer was used to (1) evaluate the inhibitory effects of varying concentrations of nitro-organic effluent on anaerobic granular sludge and (2) to make the proposal of operational parameters for the start up of the continuous process. Subsequently, the continuous tests were undertaken using laboratory scale upflow anaerobic sludge bed reactors to test gradual adaptation of anaerobic biomass to nitro-organic effluent. Practical application of the experimental results of the laboratory-scale continuous tests was evaluated by running the UASB pilot plant. Acceptable COD removal efficiencies were obtained when nitro-organic effluent was diluted with a readily biodegradable substrate up to 80 vol % of nitro-organic effluent in the inlet. The COD removal was 90% and the methane production rate was 4.5 l/d. Wastewater was detoxified and no acute toxicity of the treated wastewater to the anaerobic biomass was detected. This research indicates that anaerobic digestion of the undiluted nitro-organic effluent was not feasible. However, it is possible to blend the nitro-organic effluent with another effluent stream and co-treat these effluents. [References: 24]
机译:这项研究的重点是开发一种综合方法,以评估在UASB反应器中处理石化行业中非常浓(COD = 15-20 g / l)和有毒废水(硝基有机废水)的可能性。一种采用改进的Micro-Oxymax呼吸计的新开发方法被用于(1)评估不同浓度的有机氮废水对厌氧颗粒污泥的抑制作用,以及(2)提出用于启动厌氧污泥的操作参数的建议。连续的过程。随后,使用实验室规模的上流厌氧污泥床反应器进行了连续测试,以测试厌氧生物质对硝基有机废水的逐步适应性。通过运行UASB中试工厂评估了实验室规模连续测试的实验结果的实际应用。当使用易于生物降解的底物稀释硝基有机流出物时,进样口中的有机氮高达80 vol%,可以获得可接受的COD去除效率。 COD去除率为90%,甲烷产生率为4.5 l / d。对废水进行了排毒,未检测到处理过的废水对厌氧生物质的急性毒性。该研究表明,未经稀释的硝基有机废水的厌氧消化是不可行的。但是,可以将硝基有机废水与另一种废水混合,然后对这些废水进行共处理。 [参考:24]

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