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Determination of the impact of toxic inflows on the performance of activated sludge by wastewater characterization

机译:通过废水表征确定有毒流入对活性污泥性能的影响

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摘要

A rational approach for the design of the activated sludge process based on wastewater and biomass characterization techniques as applied to the upgrading of the treatment plant of Volos, a city in the central part of Greece, is presented. The study investigates possible nitrification inhibition and carbon inadequacy, due to high salinity, industrial inflows and pre-precipitation by iron salts. The experimentation was carried out by means of batch Ammonium Uptake Rate (AUR) and Nitrates Uptake Rate (NUR) tests. The results show that within the studied range, 900-4000 mg l(-1), chlorides did not inhibit nitrification. Contrary to this, the industrial wastewater entering the plant was found to be toxic. With the existing 1:15 ratio of industrial to total wastewater flow a 50% inhibition to the nitrification process was observed, which is higher than the 25-30% inhibition caused by typical domestic sewage. Industrial contributions exceeding 20% resulted in complete inhibition of nitrification. With respect to denitrification it was found that the industrial wastewater provided a suitable source of carbon, without any adverse effects on denitrification. Pre-precipitation removed about 25% of the filtered COD, thus reducing the amount of nitrates which could be rapidly denitrified. Design of the biological reactors on the basis of the findings indicate that a significant under-design may result if typical nitrification and denitrification rates obtained from the literature and practice concerning typical domestic sewage are adopted.
机译:提出了一种基于废水和生物质表征技术的活性污泥工艺设计的合理方法,该方法可用于希腊中部城市沃洛斯污水处理厂的升级改造。该研究调查了由于高盐度,工业流入和铁盐的预沉淀而可能引起的硝化抑制和碳不足。通过分批铵吸收率(AUR)和硝酸盐吸收率(NUR)测试进行实验。结果表明,在研究范围900-4000 mg l(-1)中,氯化物未抑制硝化作用。与此相反,发现进入工厂的工业废水是有毒的。在现有的工业废水与总废水流量之比为1:15的情况下,观察到对硝化过程的抑制率为50%,高于典型的生活污水对硝化过程的抑制率为25-30%。工业贡献超过20%导致完全抑制硝化作用。关于反硝化,发现工业废水提供了合适的碳源,而对反硝化没有任何不利影响。预沉淀去除了约25%的已过滤COD,因此减少了可以快速反硝化的硝酸盐的量。基于发现的生物反应器设计表明,如果采用从文献和实践中获得的有关典型生活污水的典型硝化和反硝化速率,可能会导致重大的设计不足。

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