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Ultimate azo dye degradation in anaerobic/aerobic sequential processes

机译:厌氧/好氧顺序过程中最终偶氮染料的降解

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The treatability of Remazol Black-5 was studied in an anaerobic/aerobic sequential process. Laboratory scale UASB/CSTR reactors were used and operated at different organic loadings and HRTs to investigate the COD, color removal, and methane gas production efficiencies. The effect of both sludge age and HRT on the color and COD removal efficiencies were also investigated. The reactive dye used in this study contains the groups N = N, -SO3, S = O and is in use in some of the textile industries in Turkey. The studies were carried out in continuous mode and the effluent of the UASB reactor was used as feed in the CSTR reactor. COD removal efficiencies decreased from 56 to 27% with increases in COD loadings from 5 kg COD/m(3).day and 25 kg COD/m(3).day in the anaerobic UASB reactor, The color removals were 92 and 87%, respectively, for the aforementioned organic loadings. The methane percentages were found to be 50 and 76% at organic loading rates of 2.49 kg COD/m(3).day and 14.8 kg COD/m(3).day, respectively. 28, 42, and 90% COD removal efficiencies were obtained at sludge retention times of 1.7, 5.7 and 11 days in the aerobic CSTR reactor. Optimum sludge age was 11 days in aerobic reactor and 67 and 28% COD removal efficiencies were obtained at F/M ratios of 0.05-0.17 and 0.30-1.4 kg COD/kg MLSS.day. 90-95% color and 40-60% COD removal efficiencies were obtained depending on the applied organic loadings in the UASB reactor. The remaining COD was removed with a treatment efficiency of 85-90% in the aerobic CSTR reactor. [References: 21]
机译:Remazol Black-5的可处理性在厌氧/好氧顺序过程中进行了研究。使用实验室规模的UASB / CSTR反应器并在不同的有机负荷和HRT下运行,以研究COD,脱色和甲烷气生产效率。还研究了污泥龄和HRT对颜色和COD去除效率的影响。本研究中使用的活性染料包含N = N,-SO3,S = O基团,并且已在土耳其的某些纺织工业中使用。研究以连续模式进行,UASB反应器的流出物用作CSTR反应器的进料。在厌氧UASB反应器中,COD去除效率从5 kg COD / m(3).day和25 kg COD / m(3).day随COD负载的增加从56%降低到27%,颜色去除分别为92%和87%分别用于上述有机负载。发现有机负载率为2.49 kg COD / m(3).day和14.8 kg COD / m(3).day时,甲烷百分比分别为50%和76%。在好氧CSTR反应器中,污泥保留时间分别为1.7、5.7和11天时,可获得28%,42%和90%的COD去除效率。在好氧反应器中,最佳污泥年龄为11天,当F / M比为0.05-0.17和0.30-1.4 kg COD / kg MLSS.day时,可获得67%和28%的COD去除效率。根据在UASB反应器中施加的有机负载量,可以获得90-95%的颜色和40-60%的COD去除效率。在好氧CSTR反应器中以85-90%的处理效率除去残留的COD。 [参考:21]

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