AAO-MBR工艺污水处理系统中消毒副产物前体物变化规律

为探究DBPs（消毒副产物）前体物在污水处理过程中的变化情况,采用超滤膜和XAD大孔吸附树脂将AAO-MBR工艺沿程出水中DOM（溶解性有机物）进行分离,并利用3D-EEM（三维荧光光谱）对分离前后水样进行表征,同时测定DBPFP（消毒副产物生成势）.结果表明:①沉砂池出水具有较低的C-DBPFP（含碳消毒副产物生成势）;经过AAO和MBR后,由于微生物代谢作用生成的疏水性SMPs（微生物代谢产物）类物质（为主要的C-DBPs前体物质）包含较多不饱和键,导致C-DBPFP增加.②沉砂池出水的N-DBPFP（含氮消毒副产物生成势）较低,但经过AAO后生成的小分子物质（为主要的N-DBPs前体物）导致N-DBPFP增加;经过MBR后由于SRT（污泥停留时间）和污泥浓度的增加造成小分子物质减少,致使N-DBPFP降低.③市政污水经过AAO后,C-DBPs和N-DBPs前体物分别增加了90.9%和7.3%;而MBR具有较高的DOC去除率（74.4%）,去除了56.8%的C-DBPs前体物和78.1%的N-DBPs前体物.研究显示,AAO-MBR工艺对市政污水中C-DBPs和N-DBPs前体物有较好地去除效果.      

黄河原水中消毒副产物前体物的组成特征及其化学预氧化处理效果对比

以取自河南省郑州市石佛原水厂的黄河原水为研究对象,系统研究了原水中消毒副产物(DBPs)前体物的组成规律,对比分析了3种预氧化剂(高锰酸钾、自由氯和二氧化氯)对原水中DBPs生成潜能的消减规律.试验结果表明:原水中DBPs的前体物均以小分子有机物和疏水性组分(52.51%)为主;分子量小于1 k Da有机物组分是生成含氮消毒副产物(N-DBPs)和三卤甲烷(THMs)的主要前体物;疏水性有机物是生成THMs的主要前体物,亲水性有机物是生成N-DBPs的主要前体物.经Cl2预氧化后,直接生成的DBPs随着自由氯投加量的增加而增加,Cl O2和KMn O4预氧化直接增加DBPs产生量.经3种预氧化剂氧化后,原水中三卤甲烷生成潜能(THMFP)均呈现一定的下降,其降低量依次为Cl O2Cl2KMn O4;然而3种预氧化剂都不能有效的减少含氮消毒副产物生成潜能(N-DBPFP),Cl O2预氧化和Cl2预氧化可增加N-DBPs生成潜能,尤其在较高投加量下,Cl2预氧化将大大增加N-DBPs生成潜能.为有效消减总DBPs生成潜能,水厂可优先采用KMn O4或Cl O2作为预氧化剂处理引黄水库或沉砂池水.     

微生物对饮用水典型消毒副产物前体物的降解效能及其群落特征

相对于CF（氯仿）等C-DBPs（含碳消毒副产物）,DCAN（二氯乙腈）等N-DBPs（含氮消毒副产物）具有更高的毒性.控制DBPs（消毒副产物）的前体物是抑制DBPs产生的最有效方法之一.为考察微生物降解DBPs前体物对生成DBPs的影响,分别选取C-DBPs和N-DBPs的典型代表物CF和DCAN及其相应的典型前体物Tyr（酪氨酸）和Asp（天冬氨酸）为研究对象,采用微生物培养前体物的方式,探究微生物对典型前体物Tyr和Asp的降解效果及其对生成CF和DCAN的控制效果.结果表明:①Tyr和Asp两种前体物经微生物降解后,DOC（溶解性有机碳）的去除率分别为94.0%和85.6%,DON（溶解性有机氮）的去除率分别为69.0%和81.0%.②在前体物经微生物降解后的水样中,氯化或氯胺化消毒后生成CF和DCAN的量较降解前均大大减少.以Tyr为前体物,水样经微生物降解、氯化消毒后生成CF和DCAN的量分别降低了56.1%和89.5%,氯胺化消毒后生成CF的量降低了68.5%;以Asp为前体物,水样经微生物降解、氯化消毒后生成DCAN的量最高可降低99.9%,经微生物降解、氯胺化消毒后生成的CF可降低50.7%.③对水样中微生物菌群分析发现,在门水平上的菌群主要有变形菌门（Proteobacteria）、放线菌门（Actinobacteria）和拟杆菌门（Bacteroidetes）,在属水平上的菌属主要有伯克氏菌属（Burkholderia-paraburkholderia）、半角藻属（Haliangium）、分枝杆菌属（Mycobacterium）、沉积小杆菌属（Sediminibacterium）、norank_f_Chitinophagaceae和动胶菌属（Zoogloea）.研究显示,微生物降解对DBPs典型前体物Tyr和Asp的去除,以及对生成CF和DCAN的控制具有较大的潜力,变形菌和放线菌在降解DBPs前体物中起到了重要作用.      

长江沿线城市水源氯(胺)化消毒副产物生成潜能研究

以长江上游重庆、中游武汉、下游上海等大城市的长江饮用水源为研究对象,在对溶解性有机物分子量和亲疏水性分离的基础上,分别采用氯和氯胺两种方式消毒,对比分析了相同时期沿江这些城市原水中氯(胺)化常规和新兴含氮消毒副产物生成潜能的分子组成规律.研究表明,重庆、武汉、上海三地的溶解性有机物均以小分子前体物为主,主要分布在<1kDa的区间内,且以强疏水性成分和亲水性成分为主,原水经氯(胺)化可产生三卤甲烷、卤乙酸、卤乙腈、三氯硝基甲烷等类型的消毒副产物;三地的氯(胺)化主要的含碳消毒副产物(C-DBPs)和含氮消毒副产物(N-DBPs)生成潜能均在<1kDa的区间内最大,从上游到下游,在<1kDa的区间内的生成潜能占各自总潜能比例逐渐增加.三地的氯(胺)化的C-DBPs和N-DBPs生成潜能均以强疏水性组分或亲水性组分为主,且氯胺化可导致亲水性组分C-DBPs和N-DBPs生成潜能所占总量比例增加.     

典型含氮消毒副产物的形成及去除的研究进展

水的消毒处理会导致大量副产物的产生,其中以卤代乙睛、亚硝胺及卤代硝基甲烷三种物质为代表的含氮消毒副产物(N-DBPs)具有强烈的致毒致癌性,成为当今一大研究热点。文章结合历年国内外学者对N-DBPs的研究成果,总结了三种典型N-DBPs的分析方法,并对其形成机制和去除途径进行了综述。在此基础上,文章展望了今后有关N-DBPs的研究思路及方向,对深入研究N-DBPs具有一定的参考意义。     

供水管网生物膜有机物的二氯乙腈与二氯乙酰胺生成特性

在饮用水输配系统中,来源于管壁生物膜的有机物可能耗氯并生成消毒副产物(DBPs),包括二氯乙腈(DCAN)与二氯乙酰胺(DCAcAm)等高毒性含氮DBPs(N-DBPs).研究考察管网常见的细菌与其胞外聚合物(EPS)以及模拟管壁生物膜氯化与氯胺化后DCAN与DCAcAm的生成,并与天然有机物(NOM)和水源水有机物进行比较.结果显示,铜绿假单胞菌、恶臭假单胞菌与藤黄微球菌与氯反应生成的DCAN、DCAcAm浓度分别为1.48～2.02、0.21～0.38μg·mg~(-1)(mg~(-1)以TOC计),高于同反应条件下NOM的生成量;相比于氯化反应,3株细菌细胞氯胺化生成的DCAN与DCAcAm浓度明显更低.3株菌的EPS也是氯与氯胺化反应生成DCAN与DCAcAm的前体物,且其氯胺化反应生成的DCAcAm浓度高于氯化反应生成的.与NOM、水源水相比,模拟管壁生物膜氯化后生成的N-DBPs与三氯甲烷(TCM)浓度比更高,表明生物膜有机物比NOM与水源水有机物更倾向生成DCAN与DCAcAm类N-DBPs,且模拟管壁生物膜氯胺化的DCAcAm生成量高于氯化反应的,说明管壁生物膜有机物是供水管网系统中DCAN与DCAcAm类N-DBPs的重要前体物.     

城市饮用水消毒副产物及前体物的处理技术

介绍了饮用水中消毒副产物的前体物的控制和消除的策略与处理工艺,消毒副产物的前体物处理技术及近年发展起来的饮用水生物处理技术及其发展前景.     

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%.     

城市饮用水消毒副产物及前体物的处理技术

介绍了饮用水中消毒副产物的前体物的控制和消除的策略与处理工艺，消毒副产物的前体物处理技术及近年发展起来的饮用水生物处理技术及其发展前景。     

活性无烟煤滤池对消毒副产物前体物的去除特性

以东江下游季节性污染原水为对象,研究了活性无烟煤生物过滤工艺及其与混凝沉淀组合工艺对消毒副产物前体物的去除特性。建立了液相色谱—串联质谱技术分析水中9种卤乙酸同时定量检测方法,9种卤乙酸检测限为0.016².3μg/L,空白加标回收率为90.52.3μg/L,空白加标回收率为90.5¹09.8%,相对标准偏差为3.12109.8%,相对标准偏差为3.12⁹.04%。实验结果表明,活性无烟煤滤池生物过滤对消毒副产物前体物的去除效果显著,对三卤甲烷、卤乙酸和水合三氯乙醛前体物的去除率分别为40.2%、39.2%和34%,其中三氯甲烷、二氯乙酸和三氯乙酸前体物的去除率分别是48.2%、41.1%和38.0%,而传统石英砂滤池对应的去除率则为-10.0%9.04%。实验结果表明,活性无烟煤滤池生物过滤对消毒副产物前体物的去除效果显著,对三卤甲烷、卤乙酸和水合三氯乙醛前体物的去除率分别为40.2%、39.2%和34%,其中三氯甲烷、二氯乙酸和三氯乙酸前体物的去除率分别是48.2%、41.1%和38.0%,而传统石英砂滤池对应的去除率则为-10.0%³.6%。活性无烟煤生物滤池对二氯乙酸和三氯乙酸前体物降解效果相当,而混凝沉淀的则对前者去除效果较三氯乙酸前体物更为显著。     

Occurrence of selected aliphatic amines in source water of major cities in China

The formation of toxic nitrogenous disinfection byproducts (N-DBPs), such as nitrosamines, halonitromethanes and haloacetonitriles, from reactions between chlorine/chloramine and dissolved organic nitrogen in drinking water has caused great concern with regarding public health. This study revealed the occurrence of 17 aliphatic amines, some of which have been confirmed to be the precursors of N-DBPs, in source water across China. A sensitive method based on benzenesulfonyl chloride derivatization and liquid-liquid extraction followed by GC-MS analysis was established for the simultaneous analysis of the selected amines in aqueous samples. In total, 37 source water samples from the capital cities of 20 provinces were collected for the survey. Among the 17 amines, 14 were detected with an average frequency of detection of 36%. The most relevant amines in terms of frequency and maximum concentrations detected were dimethylamine (100%, 24.82 μg/L), methylamine (78%, 0.92 μg/L), N-methylethylamine (70%, 8.84 μg/L), propylamine (59%, 10.69 μg/L), diethylamine (54%, 3.76 μg/L), N-methylbutylamine (35%, 3.07 μg/L), N-ethylpropylamine (35%, 0.52 μg/L), and piperidine (32%, 2.35 μg/L). This is the first large scale survey of the aliphatic amines occurrence in source water in the world. The wide presence of nitrosamine precursors like dimethylamine, N-methylethylamine and diethylamine, and the precursors of haloacetonitriles and halonitromethanes like methylamine and propylamine suggests that better source water management is required to ensure the safety of drinking water.     

Carbonaceous and nitrogenous disinfection by-product formation in the surface and ground water treatment plants using Yellow River as water source

This work investigated the formation of carbonaceous and nitrogenous disinfection by-products (C-DBPs, N-DBPs) upon chlorination of water samples collected from a surface water and a ground water treatment plant (SWTP and GWTP) where the conventional treatment processes, i.e., coagulation, sedimentation, and filtration were employed. Twenty DBPs, including four trihalomethanes, nine haloacetic acids, seven N-DBPs (dichloroacetamide, trichloroacetamide, dichloroacetonitrile, trichloroacetonitrile, bromochloroacetonitrile, dibromoacetonitrile and trichloronitromethane), and eight volatile chlorinated compounds (dichloromethane (DCM), 1,2-dichloroethane, tetrachloroethylene, chlorobenzene, 1,2-dichlorobenzene, 1,4-dichlorobenzene, 1,2,3-trichlorobenzene and 1,2,4-trichlorobenzene) were detected in the two WTPs. The concentrations of these contaminants were all below their corresponding maximum contamination levels (MCLs) regulated by the Standards for Drinking Water Quality of China (GB5749-2006) except for DCM (17.1 μg/L detected vs. 20 μg/L MCL). The SWTP had much higher concentrations of DBPs detected in the treated water as well as the DBP formation potentials tested in the filtered water than the GWTP, probably because more precursors (e.g., dissolved organic carbon, dissolved organic nitrogen) were present in the water source of the SWTP.     

Chloramination of wastewater effluent: Toxicity and formation of disinfection byproducts

The reclamation and disinfection of waters impacted by human activities (e.g., wastewater effluent discharges) are of growing interest for various applications but has been associated with the formation of toxic nitrogenous disinfection byproducts (N-DBPs). Monochloramine used as an alternative disinfectant to chlorine can be an additional source of nitrogen in the formation of N-DBPs. Individual toxicity assays have been performed on many DBPs, but few studies have been conducted with complex mixtures such as wastewater effluents. In this work, we compared the cytotoxicity and genotoxicity of wastewater effluent organic matter (EfOM) before and after chloramination. The toxicity of chloraminated EfOM was significantly higher than the toxicity of raw EfOM, and the more hydrophobic fraction (HPO) isolated on XAD-8 resin was more toxic than the fraction isolated on XAD-4 resin. More DBPs were also isolated on the XAD-8 resin. N-DBPs (i.e., haloacetonitriles or haloacetamides) were responsible for the majority of the cytotoxicity estimated from DBP concentrations measured in the XAD-8 and XAD-4 fractions (99.4% and 78.5%, respectively). Measured DBPs accounted for minor proportions of total brominated and chlorinated products, which means that many unknown halogenated compounds were formed and can be responsible for a significant part of the toxicity. Other non-halogenated byproducts (e.g., nitrosamines) may contribute to the toxicity of chloraminated effluents as well.     

微污染水源中溶解性有机氮组成规律及其水处理特性

以上海市黄浦江和青草沙长江原水为对象,研究了两大水源水中溶解性有机氮(DON)的含量变化、分子组成特征及其在常规净水工艺中的去除效果,并对DON与常规水处理指标间的相关性进行了分析.结果表明:两种原水以DOC、DON和UV254表征的有机物含量均以小分子量(<5kDa)和亲水性有机物为主;微污染黄浦江原水中同时存在外源性及内源性污染,而青草沙长江原水中内源性污染占主导地位;饮用水常规净水处理工艺对黄浦江原水中DON的去除率为40%,优于长江原水DON的去除率16.7%;黄浦江和长江原水DON浓度与DOC和UV254相关性良好,其相关系数分别为0.59,0.52和0.74,0.51;鉴于常规处理对DON去除效果有限,而DON是导致强三致特性含氮消毒副产物(N-DBPs)的总前体物,因此水厂应通过强化常规、深度处理等手段改善DON在净水工艺中的去除效果.     

高藻水臭氧预氧化过程有机物转化及消毒副产物生成势

研究了高藻水预氧化处理过程中,不同臭氧氧化程度及不同pH值条件下,藻类有机物释放与转化规律以及氯化消毒副产物(DBPs)的生成特性.结果表明,臭氧投加量为28.92 mg·L-1时藻去除率达36%.随着臭氧投加量的增加,藻的去除率进一步增加,类腐殖酸先增加后持续减少,溶解性微生物代谢产物、类富里酸和类芳香蛋白物质持续减少;低投加量的臭氧对二氯乙腈(DCAN)、三氯乙腈(TCAN)生成势有明显的控制作用,但会增加三氯硝基甲烷(TCNM)以及1,1,1-三氯丙酮(1,1,1-TCP)前体物,随臭氧投加量增大,DBPs生成势显著增大.酸性条件下臭氧对藻的去除效果最好,UV254以及总有机碳(DOC)均随pH的增大有所上升,但变化较小;臭氧氧化可降解溶解性微生物代谢产物,降解效果受pH影响较小,类腐殖酸有机物随pH值增大而减少;DCAN、TCAN生成势随pH增大有所降低,TCNM生成势在pH=10条件下最高,1,1,1-TCP生成势在pH=7条件下最高.