Stasinakis Athanasios S, Thomaidis Nikolaos S, Mamais Daniel, Papanikolaou Evangelia C, Tsakon Angeliki, Lekkas Themistokles D
Water and Air Quality Laboratory, Department of Environmental Studies, University of the Aegean, Theofrastou and Alkaiou Str., Mytilene 81 100, Greece.
Water Res. 2003 May;37(9):2140-8. doi: 10.1016/S0043-1354(02)00623-1.
The effect of hexavalent chromium, Cr(VI), addition on various operating parameters of activated sludge process was evaluated. To accomplish this, two parallel lab-scale continuous-flow activated sludge plants were operated. One was used as a control plant, while the other received Cr(VI) concentrations equal to 0.5, 1, 3 and 5 mgl(-1). Cr(VI) concentrations of 0.5 mgl(-1) caused significant inhibition of the nitrification process (up to 74% decrease in ammonia removal efficiency). On the contrary, the effect of Cr(VI) on organic substrate removal was minor for concentrations up to 5 mgl(-1), indicating that heterotrophic microorganisms are less sensitive to Cr(VI) than nitrifiers. Activated sludge floc size and structure characterization showed that Cr(VI) concentrations higher than 1 mgl(-1) reduced the filaments abundance, causing the appearance of pin-point flocs and free-dispersed bacteria. Additionally, the variability of protozoa and rotifers was reduced. As a result of disperse growth, effluent quality deteriorated, since significant amounts of suspended solids escaped with the effluent. Termination of Cr(VI) addition led to a partial recovery of the nitrification process (up to 57% recovery). Similar recovery signs were not observed for activated sludge floc size and structure. Finally, shock loading to the control plant with 5 mgl(-1) Cr(VI) for 2 days resulted in a significant inhibition of the nitrification process and a reduction in filamentous microorganisms abundance.
评估了添加六价铬(Cr(VI))对活性污泥法各种运行参数的影响。为此,运行了两座平行的实验室规模的连续流活性污泥处理厂。一座用作对照厂,另一座接收浓度分别为0.5、1、3和5 mg/L的Cr(VI)。0.5 mg/L的Cr(VI)浓度对硝化过程产生了显著抑制(氨去除效率下降高达74%)。相反,浓度高达5 mg/L时,Cr(VI)对有机底物去除的影响较小,这表明异养微生物对Cr(VI)的敏感性低于硝化细菌。活性污泥絮体大小和结构表征表明,高于1 mg/L的Cr(VI)浓度会减少丝状菌数量,导致出现针尖状絮体和游离分散的细菌。此外,原生动物和轮虫的变异性降低。由于分散生长,出水水质恶化,因为大量悬浮固体随出水流出。停止添加Cr(VI)导致硝化过程部分恢复(恢复率高达57%)。活性污泥絮体大小和结构未观察到类似的恢复迹象。最后,对照厂以5 mg/L的Cr(VI)冲击负荷处理2天,导致硝化过程受到显著抑制,丝状微生物数量减少。