Occurrence of Primidone,Carbamazepine, Caffeine,and Precursors for N‐Nitrosodimethylamine in Drinking Water Sources Impacted by Wastewater1

Abstract: Wastewater impact on drinking water sources was assessed using several approaches, including analysis of three pharmaceuticals and personal care products (PPCPs) – primidone, carbamazepine, and caffeine – as indicators, and determination of precursor concentrations for the disinfection byproduct N‐nitrosodimethylamine (NDMA) using formation potential (FP) tests. Samples were collected in 2006 and 2007 in rivers impacted by wastewater treatment plant (WWTP) discharges, at drinking water treatment plant (DWTP) intakes upstream or downstream from these discharges, and from two WWTP effluents in two watersheds. The levels [10th percentile ? maximum (median)] of primidone, carbamazepine, caffeine, and NDMAFP were 2‐95 (7) ng/l, 2‐207 (18) ng/l, 7‐687 (78) ng/l, and 12‐321 (35) ng/l, respectively. The highest concentrations of primidone, carbamazepine, and NDMA precursors were from one of the WWTP effluents, whereas the highest concentration of caffeine was detected in a river heavily impacted by treated wastewater discharges. The lowest concentrations of the three PPCPs were from a DWTP influent upstream of a metropolitan urban area with minimum wastewater impact. Temporal variations in PPCP and NDMAFP concentrations and streamflows in two selected watersheds were also observed. Furthermore, correlation analysis between caffeine or carbamazepine and primidone was evaluated. The results show that measurement of the two pharmaceuticals and NDMAFP tests can be used to evaluate wastewater impact in different watersheds, whereas caffeine results were more variable.     

石油化工废水回用试验研究

以上海石化股份公司水质净化厂二级处理出水为处理对象，采用悬浮填料生物膜法、混凝沉淀、快速砂滤和低压电场杀菌工艺，获得了很好的试验效果，CODcr的平均去除率达50.0%，NH3－N达86.5%，SS达93.7%，杀菌率高达99％以上，出水水质完全达到回用水的标准。     

污水中溶解性有机氮类化合物的氯化反应特性及其消毒副产物生成潜能

为探讨城市污水厂二级出水中溶解性有机氮(dissolved organic nitrogen,DON)类化合物的氯化消毒副产物生成潜能及其化学结构变化,首先测定DON、溶解性有机炭(dissolved organic carbon,DOC)、NH4+-N和UV254等指标以及与氯反应前后DON相对分子质量分布,并采用气相色谱测定消毒副产物(disinfection by-products,DBPs)质量浓度,最后应用红外光谱和三维荧光光谱对与氯反应前后的水样进行表征.结果表明,城市污水厂二级出水中DON、DOC、UV254和NH4+-N分别为2.47mg·L-1、14.45 mg·L-1、15.88 m-1和5.42 mg·L-1,DOC与DON比值[m(DOC)/m(DON)]为5.85 mg·mg-1,SUVA为1.09L·(m·mg)-1;与氯反应后,小相对分子质量(Mr<6 000)DON所占比例由70%提高到78%,大相对分子质量(Mr>20 000)DON所占比例从21%降到14%,占较小比例的中等相对分子质量(Mr6 000～20 000)DON基本不变;氯化消毒副产物生成潜能中一氯一溴乙腈(BCAN)质量浓度最大为6.887μg·L-1,三氯乙腈(TCAN)质量浓度最小仅为0.217μg·L-1;与氯反应前,水样的红外光谱出现6个主要吸收区域分别在3 500～3 400、2 260～2 200、1 700～1 640、1 500～1 450、1 150～1 100和850～800 cm-1;与氯反应后水样的红外光谱在1 380～1 350 cm-1和600～550 cm-1增加两个吸收区域;三维荧光光谱证实,与氯反应前后水样中变化与3个主要特征峰有关,分别代表色氨酸类蛋白质、芳香族类蛋白质和富里酸类等物质.     

臭氧-活性炭工艺对饮用水中邻苯二甲酸酯的去除

通过对臭氧-活性炭工艺和活性炭吸附等温线的研究,探讨了臭氧-活性炭工艺去除饮用水中微量邻苯二甲酸酯(Phthlate Esters,PAEs)的可行性.邻苯二甲酸二甲酯(Dimethyl Phthalate,DMP)、邻苯二甲酸二乙酯(Diethyl Phthlate,DEP)和邻苯二甲酸二丁酯(Dibutyl Phthlate,DBP)被选作目标物质.研究发现臭氧氧化能去除40%以上的DMP、DEP和DBP;活性炭对DMP、DEP和DBP有很好的去除效果,在空床停留时间(Empty Bed ContactTime,EBCT)4～12 min条件下能完全去除水中未被臭氧氧化的DMP、DEP和DBP;吸附等温线的数据可以用Freundlich公式拟合,并被用来估算活性炭的饱和时间.实验证明臭氧-活性炭工艺是去除饮用水中微量邻苯二甲酸酯的有效方法.     

磁性离子交换树脂对原水中有机物去除效能的研究

采用磁性离子交换树脂(MIEX)预处理原水中有机物的中试试验结果表明,MIEX技术可有效地去除原水中的有机物,对UV254,DOC和CODMn的去除率分别稳定在82%、66%和50%,MIEX预处理可以有效强化混凝沉淀对有机物、藻细胞和浊度的去除.与常规工艺相比,在混凝剂聚合氯化铝投加量降低56%时,该工艺对UV254和CODMn的去除率分别为90%和71%,对藻细胞数和浊度的去除率分别为99%和95%.对溶解性有机物分级和分子量分布的测定表明,MIEX预处理主要去除混凝沉淀无法有效去除的小分子区间的亲水性和疏水性有机物,可以有效控制消毒副产物的产生,MIEX预处理与混凝沉淀联用工艺出水的三卤甲烷生成势(THMFP)和卤乙酸生成势(HAAFP)比原水降低了88%和87%.     

高藻期控制消毒副产物及其前体物的优化工艺组合

为实现在控制藻类的同时减少副产物生成量,比较了预氧化＋常规工艺、预氧化＋常规＋深度处理2类共7种组合工艺对消毒副产物及其前体物的去除特性.试验结果表明,藻类是重要的前体物,在本试验原水中,藻类贡献了20%左右的卤乙酸和三卤甲烷前体物.气浮工艺是高藻期除藻的核心工艺,同时也可以去除一部分消毒副产物前体物.臭氧、高锰酸钾也有很好的杀藻效果和前体物去除效果.采用臭氧或高锰酸钾预氧化＋常规＋臭氧-活性炭工艺的组合对消毒副产物及其前体物的去除效果最佳.顺序氯化工艺比游离氯消毒减少卤乙酸生成量42.0%～45.9%,减少三卤甲烷生成量22.5%～71.4%.     

炼油厂污水回用于循环冷却水系统的前景探讨

对南方某炼油厂经传统“老三套”处理的排放污水进行了杀菌、腐蚀的全面评价并针对该炼油厂的水质筛选了相应的水处理配方。实验结果表明 :该炼油厂排放污水经适当处理后完全有可能回用于循环冷却水系统     

The contribution of particles washed from rooftops to contaminant loading to urban streams

Rooftops are both a source of and a pathway for contaminated runoff in urban environments. To investigate the importance of particle-associated contamination in rooftop runoff, particles washed from asphalt shingle and galvanized metal roofs at sites 12 and 102 m from a major expressway were analyzed for major and trace elements and PAHs. Concentrations and yields from rooftops were compared among locations and roofing material types and to loads monitored during runoff events in the receiving urban stream to evaluate rooftop sources and their potential contribution to stream loading. Concentrations of zinc, lead, pyrene, and chrysene on a mass per mass basis in a majority of rooftop samples exceeded established sediment quality guidelines for probable toxicity of bed sediments to benthic biota. Fallout near the expressway was greater than farther away, as indicated by larger yields of all contaminants investigated, although some concentrations were lower. Metal roofing was a source of cadmium and zinc and asphalt shingles a source of lead. The contribution of rooftop washoff to watershed loading was estimated to range from 6 percent for chromium and arsenic to 55 percent for zinc. Estimated contributions from roofing material to total watershed load were greatest for zinc and lead, contributing about 20 and 18 percent, respectively. The contribution from atmospheric deposition of particles onto rooftops to total watershed loads in stormwater was estimated to be greatest for mercury, contributing about 46 percent.     

我国淡水环境中卤乙酸类消毒副产物的预测无效应浓度研究

新型冠状病毒肺炎（COVID-19,简称“新冠肺炎”）疫情期间,消毒剂超量使用,导致大量DBPs（disinfection by-products,消毒副产物）进入自然水体,可能对水生态环境产生不良影响.以5种HAAs（卤乙酸类）消毒副产物（一氯乙酸、二氯乙酸、三氯乙酸、一溴乙酸和二溴乙酸）为研究目标,基于筛选的本土水生生物的毒性数据,采用欧盟《风险评价技术指导文件》中的评估系数法和平衡分配法分别推导了5种HAAs在水体和沉积物两种介质中的PNEC（预测无效应浓度）值.结果表明:5种HAAs对水生生物的急、慢性毒性大小顺序均为一溴乙酸>一氯乙酸>二氯乙酸>三氯乙酸>二溴乙酸;5种HAAs（一氯乙酸、二氯乙酸、三氯乙酸、一溴乙酸和二溴乙酸）的PNEC_w（水体的预测无效应浓度）分别为0.025、0.030、0.060、0.016和1.956 mg/L,PNEC_s（沉积物的预测无效应浓度）分别为0.021、0.026、0.057、0.013和1.679 mg/kg（以湿质量计）.研究显示,污水处理厂出水中排放的DBPs对水生态环境可能造成潜在的风险和危害,应加强对污水处理厂出水中5种HAAs的监测和去除,从而减少排入到自然水体中的HAAs含量.      

Sequential use of ultraviolet light and chlorine for reclaimed water disinfection

Several disinfection processes of ultraviolet (UV), chlorine or UV followed by chlorine were investigated in municipal wastewater according to the inactivation of Escherichia coli, Shigella dysenteriae and toxicity formation. The UV inactivation of the tested pathogenic bacteria was not affected by the quality of water. It was found that the inactivated bacteria were obviously reactivated after one day in dark. Fluorescent light irradiation increased the bacteria repair. The increase of UV dosage could cause more damage to bacteria to inhibit bacteria self-repair. No photoreactivation was detected when the UV dose was up to 80 mJ/cm² for E. coli DH5αup, and 23 mJ/cm² for S. dysenteriae. Nevertheless, sequential use of 8 mJ/cm² of UV and low concentration of chlorine (1.5 mg/L) could effectively inhibit the photoreactivation and inactivate E. coli below the detection limits within seven days. Compared to chlorination alone, the sequential disinfection decreased the genotoxicity of treated wastewater, especially for the sample with high NH₃-N concentration.