iBB - Institute for Bioengineering and Biosciences, Department of Bioengineering, Instituto Superior Técnico, ULisboa, Av. Rovisco Pais, 1049-001 Lisboa, Portugal.
Microbiology of Man-Made Environments Laboratory, iBET - Instituto de Biologia Experimental e Tecnológica, Av. República, Qta. do Marquês, 2780-157 Oeiras, Portugal; ITQB - Instituto de Tecnologia Química e Biológica António Xavier, Universidade Nova de Lisboa, Quinta do Marquês, 2780-157 Oeiras, Portugal.
Water Res. 2015 Nov 15;85:327-36. doi: 10.1016/j.watres.2015.08.043. Epub 2015 Aug 28.
This study analyzed the effect of an azo dye (Acid Red 14) on the performance of an aerobic granular sludge (AGS) sequencing batch reactor (SBR) system operated with 6-h anaerobic-aerobic cycles for the treatment of a synthetic textile wastewater. In this sense, two SBRs inoculated with AGS from a domestic wastewater treatment plant were run in parallel, being one supplied with the dye and the other used as a dye-free control. The AGS successfully adapted to the new hydrodynamic conditions forming smaller, denser granules in both reactors, with optimal sludge volume index values of 19 and 17 mL g(-1) after 5-min and 30-min settling, respectively. As a result, high biomass concentration levels and sludge age values were registered, up to 13 gTSS L(-1) and 40 days, respectively, when deliberate biomass wastage was limited to the sampling needs. Stable dye removal yields above 90% were attained during the anaerobic reaction phase, confirmed by the formation of one of the aromatic amines arising from azo bond reduction. The control of the sludge retention time (SRT) to 15 days triggered a 30% reduction in the biodecolorization yield. However, the increase of the SRT values back to levels above 25 days reverted this effect and also promoted the complete bioconversion of the identified aromatic amine during the aerobic reaction phase. The dye and its breakdown products did not negatively affect the treatment performance, as organic load removal yields higher than 80% were attained in both reactors, up to 77% occurring in the anaerobic phase. These high anaerobic organic removal levels were correlated to an increase of Defluviicoccus-related glycogen accumulating organisms in the biomass. Also, the capacity of the system to deal with shocks of high dye concentration and organic load was successfully demonstrated. Granule breakup after long-term operation only occurred in the dye-free control SBR, suggesting that the azo dye plays an important role in improving granule stability. Fluorescence in situ hybridization (FISH) analysis confirmed the compact structure of the dye-fed granules, microbial activity being apparently maintained in the granule core, as opposed to the dye-free control. These findings support the potential application of the AGS technology for textile wastewater treatment.
本研究分析了偶氮染料(酸性红 14)对好氧颗粒污泥(AGS)序批式反应器(SBR)系统性能的影响,该系统采用 6 小时厌氧-好氧循环运行,用于处理合成纺织废水。为此,使用来自城市污水处理厂的 AGS 接种的两个 SBR 平行运行,一个供给染料,另一个作为无染料对照。AGS 成功适应了新的水动力条件,在两个反应器中形成了更小、更密集的颗粒,5 分钟和 30 分钟沉淀后污泥体积指数(SVI)值分别达到 19 和 17 mL g(-1)。结果,生物量浓度和污泥龄分别达到了较高水平,最高可达 13 gTSS L(-1)和 40 天,而当生物量损失仅限于采样需求时。在厌氧反应阶段,通过形成偶氮键还原产生的一种芳香胺,获得了稳定的染料去除率,超过 90%。控制污泥停留时间(SRT)至 15 天,使生物脱色率降低了 30%。然而,将 SRT 值增加到 25 天以上,恢复了这种效果,并在好氧反应阶段促进了鉴定出的芳香胺的完全生物转化。染料及其分解产物并未对处理性能产生负面影响,因为在两个反应器中都获得了高于 80%的有机负荷去除率,在厌氧阶段达到了 77%。这些高厌氧有机去除水平与生物量中 Defluviicoccus 相关糖原积累菌的增加有关。此外,该系统处理高染料浓度和有机负荷冲击的能力也得到了成功验证。长期运行后,只有在无染料对照的 SBR 中才会发生颗粒破裂,这表明偶氮染料在提高颗粒稳定性方面发挥了重要作用。荧光原位杂交(FISH)分析证实了进料颗粒的紧密结构,微生物活性显然在颗粒核心中得到维持,而无染料对照则不然。这些发现支持将 AGS 技术应用于纺织废水处理。