State Key Laboratory of Environmental Aquatic Chemistry, Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences, Beijing 100085, China.
Water Res. 2012 Mar 15;46(4):1225-32. doi: 10.1016/j.watres.2011.12.027. Epub 2011 Dec 22.
The effectiveness of UV and chlorination, used individually and sequentially, was investigated in killing pathogenic microorganisms and inhibiting the formation of disinfection by-products in two different municipal wastewaters for the source water of reclaimed water, which were from a microfilter (W1) and membrane bioreactor (W2) respectively. Heterotrophic plate count (HPC), total bacteria count (TBC), and total coliform (TC) were selected to evaluate the efficiency of different disinfection processes. UV inactivation of the three bacteria followed first-order kinetics in W1 wastewater, but in W2 wastewater, the UV dose-response curve trailed beyond approximately 10 mJ/cm2 UV. The higher number of particles in the W2 might have protected the bacteria against UV damage, as UV light alone was not effective in killing HPC in W2 wastewater with higher turbidity. However, chlorine was more effective in W2 than in W1 for the three bacteria inactivation owing to the greater formation of inorganic and organic chloramines in W1 wastewater. Complete inactivation of HPC in W1 wastewater required a chlorine dose higher than 5.5 mg/L, whereas 4.5 mg/L chlorine gave the equivalent result in W2 wastewater. In contrast, sequential UV and chlorine treatment produced a synergistic effect in both wastewater systems and was the most effective option for complete removal of all three bacteria. UV disinfection lowered the required chlorine dose in W1, but not in W2, because of the higher chlorine consumption in W2 wastewater. However, UV irradiation decreased total trihalomethane formation during chlorination in both wastewaters.
研究了单独和顺序使用紫外线和氯化作用对两种不同的城市废水(分别来自微滤器(W1)和膜生物反应器(W2))中致病微生物的杀灭效果和消毒副产物形成的抑制效果,这两种废水均为再生水的水源。选择异养菌平板计数(HPC)、总细菌计数(TBC)和总大肠菌群(TC)来评估不同消毒工艺的效率。在 W1 废水中,三种细菌的紫外线失活遵循一级动力学,但在 W2 废水中,紫外线剂量-响应曲线在大约 10 mJ/cm2 UV 之后滞后。W2 中更多的颗粒可能保护了细菌免受紫外线的破坏,因为单独的紫外线对浊度较高的 W2 废水中的 HPC 杀菌效果不佳。然而,由于 W1 废水中无机和有机氯胺的形成量更大,因此氯对三种细菌的灭活效果在 W2 中比在 W1 中更有效。要使 W1 废水中的 HPC 完全失活,需要的氯剂量高于 5.5 mg/L,而在 W2 废水中,4.5 mg/L 的氯就可以达到相同的效果。相比之下,在两种废水系统中,紫外线和氯的顺序处理产生协同作用,是完全去除所有三种细菌的最有效选择。紫外线消毒降低了 W1 废水中所需的氯剂量,但在 W2 中没有,因为 W2 废水中的氯消耗更高。然而,紫外线照射降低了两种废水中氯化过程中的总三卤甲烷形成量。