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NITRIFICATION INHIBITION AT LOW TEMPERATURE BY THE AZO DYE ACID BLACK 1

机译:偶氮染料酸性黑1在低温下的硝化抑制作用

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A municipal wastewater treatment plant (WWTP) receiving industrial dyeing dischargecontaining acid black 1 (AB1) failed to meet discharge limits, especially during the winter.Dyeing discharge was mixed with domestic sewage in volumetric ratios reflecting the rangereceived by the WWTP and fed to sequencing batch reactors at 22℃ and 7℃. Analysis of thevarious nitrogen species revealed complete nitrification failure at 7℃ with more rapidnitrification failure as the dye concentration increased; slight nitrification inhibition occurred at22℃. Dye-bearing wastewater also reduced COD removal at 7oC and 22℃ and increasedeffluent TSS at 7℃. Activated sludge quality at 7℃ deteriorated, as indicated by excessivefoaming and the presence of filamentous bacteria and by decreased endogenous and exogenousoxygen uptake. Decreasing AB1 loading led to partial nitrification recovery. Eliminating thedye-bearing discharge to the full-scale WWTP resulted in improved performance bringing theWWTP into compliance with discharge limits.
机译:市政污水处理厂(WWTP)接收的工业染色废水中含有酸性黑1(AB1)不能达到排放极限,尤其是在冬季,染色废水与生活污水按体积比混合,反映了WWTP接收的范围,并进料到分批处理中在22℃和7℃的反应堆。对各种氮素的分析表明,随着染料浓度的增加,在7℃时完全硝化失败,而硝化失败则更快。在22℃时有轻微的硝化抑制作用。含染料废水在7oC和22℃时还减少了COD的去除,在7℃时增加了废水中的TSS。 7℃下的活性污泥质量下降,这是由于过度发泡和丝状细菌的存在以及内源性和外源性氧吸收的减少。减少AB1负载导致部分硝化恢复。将含染料的排放消除到整个污水处理厂,可以改善性能,使污水处理厂符合排放限值。

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