臭氧法在城市污水消毒中的应用

介绍了臭氧在水中的化学特性和消毒的基本原理,通过试验研究了臭氧在城市污水深度处理消毒中的反应过程,认为臭氧在城市污水处理二级出水中的消毒是可行的。     

紫外灭活水中3种致病性曲霉的效能及其光复活控制

以饮用水中常见的3种曲霉(黑曲霉Aspergillus niger、黄曲霉Aspergillus flavus、烟曲霉Asperillus fumigatus)为研究对象,紫外线作为消毒手段,研究其灭活效能与机制及紫外控制曲霉光复活的效果.结果表明,由于孢子尺寸、孢子色素、疏水性的不同,灭活结果存在差异,3种曲霉孢子对...     

再生水消毒副产物的检测、生成与控制

在水资源紧缺的当下,污水再生利用是一项重要的环保战略更是资源战略.消毒能有效杀灭病菌和阻断介水疾病的传播,是保障再生水用水安全的重要手段.然而,消毒剂会不可避免地与水中有机物发生反应形成具有毒害效应的消毒副产物.围绕污水在再生消毒过程中所产生的消毒副产物,针对其检测识别方法、生成条件（前体物、消毒工艺及水质条件对消毒副产物生成的影响）以及控制方法（源头控制、过程控制及末端控制）进行综述.在此基础上,对再生水消毒副产物的未来研究动态进行了探讨,可为保障再生水的安全利用提供依据.     

循环冷却水处理中臭氧的杀菌作用

臭氧作为强氧化剂可以用于循环冷却水的处理中.试验研究了影响臭氧杀菌的基本因素,冷却水的pH和水温对处理效果基本没有影响.臭氧的杀菌能力取决于水中的剩余臭氧浓度,臭氧的消耗量与系统中的微生物数量有关.当水中剩余臭氧浓度为0.05mg/L和接触时间为14min时,可以使臭氧的灭菌力达99%.即在循环冷却水系统中,投加0.05mg/L臭氧,就可以控制系统中微生物的生长.由此确定了循环水处理过程中为控制系统中微生物的生长所需维持的最低臭氧浓度.     

A photolysis coefficient for characterizing the response of aqueous constituents to photolysis

UV photolysis and UV based advanced oxidation processes (AOPs) are gaining more and more attention for drinking water treatment. Quantum yield (ø) and molar absorption coefficient (ε) are the two critical parameters measuring the effectiveness of photolysis of a compound. The product of the two was proposed as a fundamental measure of a constituent’s amenability to transformation by photolysis. It was shown that this product, named the photolysis coefficient, k _p , can be determined using standard bench tests and captures the properties that govern a constituent’s transformation when exposed to light. The development showed the photolysis coefficient to be equally useful for microbiological, inorganic and organic constituents. Values of k _p calculated by the authors based on quantum yield and molar absorption coefficient data from the literature were summarized. Photolysis coefficients among microorganisms ranged from 8500 to more than 600000 and are far higher than for inorganic and organic compounds, which varied over a range of approximately 10 to 1000 and are much less sensitive to UV photolysis than the microorganisms.     

Removal of organic matter and disinfection by-products precursors in a hybrid process combining ozonation with ceramic membrane ultrafiltration

The performance of an integrated process including coagulation, ozonation, ceramic ultrafiltration (UF) and biologic activated carbon (BAC) filtration was investigated for the removal of organic matter and disinfection by-products (DBPs) precursors from micro-polluted surface water. A pilot scale plant with the capacity of 120 m³ per day was set up and operated for the treatment of drinking water. Ceramic membranes were used with the filtration area of 50 m² and a pore size of 60 nm. Dissolved organic matter was divided into five fractions including hydrophobic acid (HoA), base (HoB) and neutral (HoN), weakly hydrophobic acid (WHoA) and hydrophilic matter (HiM) by DAX-8 and XAD-4 resins. The experiment results showed that the removal of organic matter was significantly improved with ozonation in advance. In sum, the integrated process removed 73% of dissolved organic carbon (DOC), 87% of UV₂₅₄, 77% of trihalomethane (THMs) precursors, 76% of haloacetic acid (HAAs) precursors, 83%of trichloracetic aldehyde (CH) precursor, 77% of dichloroacetonitrile (DCAN) precursor, 51% of trichloroacetonitrile (TCAN) precursor, 96% of 1,1,1-trichloroacetone (TCP) precursor and 63% of trichloronitromethane (TCNM) precursor. Hydrophobic organic matter was converted into hydrophilic organic matter during ozonation/UF, while the organic matter with molecular weight of 1000–3000 Da was remarkably decreased and converted into lower molecular weight organic matter ranged from 200–500 Da. DOC had a close linear relationship with the formation potential of DBPs.     

Disinfection byproducts in drinking water and regulatory compliance: A critical review

Disinfection by-products (DBPs) are regulated in drinking water in a number of countries. This critical review focuses on the issues associated with DBP regulatory compliance, including methods for DBP analysis, occurrence levels, the regulation comparison among various countries, DBP compliance strategies, and emerging DBPs. The regulation comparison between China and the United States (US) indicated that the DBP regulations in China are more stringent based on the number of regulated compounds and maximum levels. The comparison assessment using the Information Collection Rule (ICR) database indicated that the compliance rate of 500 large US water plants under the China regulations is much lower than that under the US regulations (e.g. 62.2% versus 89.6% for total trihalomethanes). Precursor removal and alternative disinfectants are common practices for DBP regulatory compliance. DBP removal after formation, including air stripping for trihalomethane removal and biodegradation for haloacetic acid removal, have gained more acceptance in DBP control. Formation of emerging DBPs, including iodinated DBPs and nitrogenous DBPs, is one of unintended consequences of precursor removal and alternative disinfection. At much lower levels than carbonaceous DBPs, however, emerging DBPs have posed higher health risks.     

Haloacetic acids in swimming pool and spa water in the United States and China

The objective of this study is to investigate the occurrence of haloacetic acids （HAAs）, a group of disinfection byproducts, in swimming pool and spa water. The samples were collected from six indoor pools, six outdoor pools and three spas in Pennsylvania, the United States, and from five outdoor pools and nine indoor pools in Beijing, China. Five HAAs （HAA5）, including monochloroacetic acid, dichloroacetic acid, trichloroacetic acid, monobromoacetic acid, and dibromoacetic acid were analyzed. Total chlorine, pH and total organic carbon concentration were analyzed as well. Results indicated that the levels of HAA5 in swimming pools and spas in the United States ranged from 70 to 3980μg·L^-1, with an arithmetic average at 1440μg·L^-1 and a median level at 1150μg·L^-1. These levels are much higher than the levels reported in chlorinated drinking water and are likely due to organic matters released from swimmers＇ bodies. The levels of HAA5 in swimming pools in China ranged from 13 to 332μg·L^-1, with an arithmetic average at 117μg·L^-1 and a median level at 114μg·L^-1. The lower HAA levels in swimming pools in China were due to the lower chlorine residuals. Results from this study can help water professionals to better understand the formation and stability of HAAs in chlorinated water and assess risks associated with exposures to HAAs in swimming pools and spas.     

紫外消毒在城市污水处理中的研究进展

介绍城市污水消毒的必要性,对常用污水消毒技术进行现状分析及技术经济比较,紫外线消毒有望成为替代传统液氯消毒的较佳选择.阐述紫外线消毒原理及工程上的应用.最后对紫外消毒技术进行总结.     

水中天然有机物的分类特性及其卤代活性

利用XAD树脂对原水中的天然有机物进行富集分类 ,将其分为腐植酸、富里酸、亲水酸和其它亲水物质等 4种有机组分 .考察了原水中各有机组分的分布及其在加氯消毒过程中的三卤甲烷生成量、生成速度及耗氯量情况 .研究结果表明 ,原水中的主要成分是富里酸 ,占有机物总量的50.7% ,其它3种成分所占比例相对较小 ;原水具有较高的三卤甲烷生成能力 ,富里酸是生成三卤甲烷的主要有机组分 ;对各有机组分卤代活性的研究表明 ,腐植酸、富里酸和亲水酸具有较高的卤代活性 ,其它亲水物质的卤代活性较低 ;从各有机组分的三卤甲烷生成速度及与氯反应速度来看 ,腐植酸、富里酸及亲水酸具有较快的三卤甲烷生成速度 ,与氯的反应速度也较快 ,而其它亲水物质的三卤甲烷生成速度及与氯的反应速度均较低 .