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厌氧/好氧序批式工艺中偶氮染料的最终降解

Ultimate azo dye degradation in anaerobic/aerobic sequential processes.

作者信息

Sponza D T, Işik M

机构信息

Dokuz Eylül University Engineering Faculty, Environmental Engineering Department, 35160 Buca, Kaynaklar Campus, Izmir, Turkey.

出版信息

Water Sci Technol. 2002;45(12):271-8.

Abstract

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/m3.day and 25 kg COD/m3.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/m3.day and 14.8 kg COD/m3.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.

摘要

在厌氧/好氧序批式工艺中研究了雷马素黑-5的可处理性。使用实验室规模的UASB/CSTR反应器,并在不同的有机负荷和水力停留时间下运行,以研究化学需氧量(COD)、颜色去除率和甲烷气体产生效率。还研究了污泥龄和水力停留时间对颜色和COD去除效率的影响。本研究中使用的活性染料含有N=N、-SO3、S=O基团,在土耳其的一些纺织工业中使用。研究以连续模式进行,UASB反应器的出水用作CSTR反应器的进料。在厌氧UASB反应器中,随着COD负荷从5 kg COD/m³·天增加到25 kg COD/m³·天,COD去除效率从56%降至27%。对于上述有机负荷,颜色去除率分别为92%和87%。在有机负荷率分别为2.49 kg COD/m³·天和14.8 kg COD/m³·天时,甲烷百分比分别为50%和76%。在好氧CSTR反应器中,污泥停留时间为1.7、5.7和11天时,COD去除效率分别为28%、42%和90%。好氧反应器中的最佳污泥龄为11天,在食物/微生物比(F/M)为0.05 - 0.17 kg COD/kg MLSS·天和0.30 - 1.4 kg COD/kg MLSS·天时,COD去除效率分别为67%和28%。根据UASB反应器中施加的有机负荷,颜色去除率为90 - 95%,COD去除率为40 - 60%。剩余的COD在好氧CSTR反应器中的处理效率为85 - 90%。

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