浅谈海水游泳馆的泳泳水消毒

在游泳池循环水处理的消毒工艺，一般采用传统的氯化消毒，但氯化消毒是否适合日益发展的海水游泳馆的池水消毒，笔者从几种泳池消毒工艺的特点，应用发展情况，设备的投资和运行费用等角度，阐明海水游泳馆宜采用臭氧消毒工艺。     

应用高锰酸钾降低水中三氯甲烷的研究

应用高锰酸钾降低水中三氯甲烷的研究顾平张凤娥邢国平（天津大学土木工程系，天津３０００７２）关键词饮用水；高锰酸钾；三氯甲烷；氯化．氯化是目前饮用水处理普遍采用的工艺，它用于氧化有机物、助凝及消毒，具有其它工艺无法替代的特点．但是氯化处理可能产生三氯...     

控制消毒副产物及前体物的优化工艺组合

为实现对消毒副产物的控制,比较了新开发的顺序氯化消毒工艺与传统氯消毒工艺在常规工艺、常规+深度处理工艺、预氧化+常规+深度处理工艺中对消毒副产物及其前体物的去除特性.与传统的氯消毒相比,顺序氯化消毒工艺可以有效减少消毒副产物的生成量,THMs减少35.8%～77·0%,HAAs减少36·6%～54·8%;而且消毒进水水质越差,短时游离氯后转氯胺的消毒工艺就越有优势.对最简单的传统工艺进行顺序氯化消毒产生THMs和HAAs为18·51μg/L和19·25μg/L,低于采用最复杂工艺:预臭氧氧化+常规+臭氧-活性炭工艺进行传统氯消毒的副产物生成量(THMs19·40μg/L,HAAs24·70μg/L).对消毒副产物前体物去除和副产物控制有明显效果的前处理工艺是臭氧-活性炭工艺和预臭氧氧化.建议采用传统工艺的水厂改造时优先考虑顺序氯化消毒工艺和臭氧-活性炭工艺.     

两点短时游离氯后转氯胺的顺序氯化消毒工艺研究

基于顺序氯化消毒工艺的原理,采用两点短时游离氯后转氯胺的两点顺序氯化消毒工艺,即在过滤和清水池前的两点分别加氯,并在清水池加氯后立即加氨转化为氯胺消毒的工艺,该工艺在常规处理工艺的给水厂进行了消毒试验.结果表明,加氯点的适当提前,不仅有利于控制消毒副产物的生成量,而且有效抑制了滤池中的生物膜滋生.两点顺序氯化消毒工艺中生成的卤代消毒副产物比相同条件下一次性加入等量的氯消毒剂的消毒方法产生的三卤甲烷(THMs)平均减少了51.6％,卤乙酸(HAAs)平均减少了46.7％.细菌学指标HPC的结果也显示出了该工艺在保障水质的微生物安全方面的优势.     

城市污水厂尾水氯消毒及其余氯控制技术

论述了城市污水消毒处理的必要性。预见在相当长一段时间内氯消毒将是我国城市污水消毒处理的重要方法。阐明了氯在杀死细菌的同时产生具有三致作用的消毒副产物，并且在尾水排入水体后，余氯会对水体生物体产生持续的毒性影响，为保护水生生物，需在氯化消毒后加以脱氯。对各种脱氯药剂进行分析，并指出氯化-脱氯工艺的不足，提出对于我国城市污水厂消毒工艺的建议。     

顺序氯化对微生物、副产物和生物稳定性的综合控制

在中试规模试验中,研究了“短时游离氯后转氯胺的顺序氯化消毒工艺”对微生物、消毒副产物和生物稳定性指标的控制效果.该顺序氯化消毒工艺综合利用了游离氯消毒灭活微生物迅速彻底,氯胺消毒副产物生产量低的特点,通过氯化消毒技术的组合,安全经济地实现了消毒卫生学和消毒副产物指标的双重控制.该消毒工艺对细菌总数、异养菌平板计数、总大肠菌群指标的控制效果略好于传统游离氯消毒,对脊髓灰质炎病毒和大肠杆菌f2噬菌体的灭活效果与游离氯相同.相同原水条件下,顺序氯化消毒工艺比游离氯消毒工艺产生的三卤甲烷浓度减少35.8%～77.0%;卤乙酸减少36.6%～54.8%.消毒进水水质越差,顺序氯化消毒工艺在消毒副产物控制方面就越有优势.该工艺对生物稳定性指标的控制效果明显高于游离氯消毒.     

组合氯化消毒工艺的卤代消毒副产物生成特性

比较4种单独使用氯或组合氯化消毒工艺在较长管网停留时的卤代消毒副产物生成情况.4种工艺为单独游离氯消毒、氯胺消毒、清水池游离氯消毒后转氯胺的先氯后氨消毒、短时游离氯后转氯胺的顺序氯化消毒工艺.结果表明,游离氯消毒工艺在管网停留时间长时,卤代消毒副产物会持续大量的生成,而一氯胺消毒工艺生成的卤代消毒副产物量很低.目前使用较为普遍的先氯后氨消毒工艺与游离氯消毒相比,可以降低卤代消毒副产物的生成量,管网停留24 h时,三卤甲烷的生成量降低了9.6%,卤乙酸的生成量减低了42%.但是先氯后氨消毒工艺由于游离氯接触时间约为2 h,卤代消毒副产物已经大量生成.短时游离氯后转氯胺的顺序氯化消毒工艺,由于控制了游离氯的接触时间,可以在保障消毒工艺灭活微生物效果的同时更为有效地控制卤代消毒副产物,管网停留24 h时,三卤甲烷的生成量与单独游离氯消毒工艺相比降低了48%,卤乙酸的生成量减低了72%.因此,顺序氯化消毒工艺可以更好地控制卤代消毒副产物的生成,提高水质安全性.     

城市污水厂尾水氯消毒及其余氯控制技术进展

论述了城市污水消毒处理的必要性。预见在相当长一段时间内氯消毒将是我国城市污水消毒处理的重要方法。阐明了氯在杀死细菌的同时产生具有三致作用的消毒副产物，并且在尾水排入水体后，余氯会对水体生物体产生持续的毒性影响，为保护水生生物，需在氯化消毒后加以脱氯。对各种脱氯药剂进行分析，并指出氯化-脱氯工艺的不足，提出对于我国城市污水厂消毒工艺的建议。     

浅谈饮用水消毒技术

当前水消毒技术主要采用氯化消毒,但由于其在消毒过程中会产生大量消毒副产物,这些副产物有的可致癌,为了提高水质以及人民的健康需要,发展了多种新兴水消毒工艺。阐述了水消毒技术的现状以及多种新的水消毒工艺。     

顺序氯化消毒工艺的研究

研究了短时游离氯后转氯胺的顺序消毒工艺.结果表明,该消毒工艺对指示微生物的灭活效果优于游离氯消毒,游离氯和氯胺存在协同消毒作用;对脊髓灰质炎病毒和大肠杆菌f₂噬菌体的灭活效果与游离氯相同.相同原水条件下,顺序氯化消毒工艺产生的三卤甲烷浓度比游离氯消毒工艺减少35.8%～77.0%;卤乙酸减少36.6%～54.8%.消毒进水水质越差,顺序氯化消毒工艺在消毒副产物(DBP)控制方面就越具优势.     

模拟泳池水中氯化消毒副产物的生成规律

以模拟泳池水为研究对象,研究不同的氯化时间、氯投加量、pH值、反应温度条件对泳池水在氯化消毒过程中生成消毒副产物（DBPs）的影响.研究结果表明：延长氯化反应时间,二氯乙酸（DCAA）、三氯乙酸（TCAA）和三氯甲烷（TCM）的浓度不断升高,二氯乙腈（DCAN）、三氯硝基甲烷（TCNM）和1,1,1-三氯丙酮（1,1,1-TCP）的浓度则先升高再降低.DBPs浓度在氯化反应的前24h增幅较大,48h后趋于平缓;随着氯投加量的增加,DCAA、TCAA、TCM、TCNM和1,1,1-TCP浓度一直呈上升趋势,而DCAN浓度则先升高再降低.在氯投加量为2mg/L时,DBPs的浓度较低;在pH值从6升高到8的过程中,DCAA、TCAA、DCAN和1,1,1-TCP浓度先升高再降低,TCM和TCNM浓度则一直升高.pH值在6~7范围内可有效控制DBPs的形成;随着反应温度的升高,DCAA、TCAA、TCM和TCNM浓度持续升高,DCAN和1,1,1-TCP则逐渐降低.综上所述,应合理调节泳池水的氯化消毒条件,在保证舒适度的同时有效控制DBPs的生成.     

Assessing microbial and chemical exposure risks of Giardia in indoor swimming pool water disinfected by chlorine

Swimming pools adopt chlorination to ensure microbial safety. Giardia has attracted attention in swimming pool water because of its occurrence, pathogenicity, and chlorine resistance. To control Giardia concentrations in pool water and reduce the microbial risk, higher chlorine doses are required during disinfection. Unfortunately, this process produces carcinogenic disinfection byproducts that increase the risk of chemical exposure. Therefore, quantitatively evaluating the comparative microbial vs. chemical exposure risks that stem from chlorination inactivation of Giardia in swimming pool water is an issue that demands attention. We simulated an indoor swimming pool disinfection scenario that followed common real-world disinfection practices. A quantitative microbial risk assessment coupled with a chemical exposure risk assessment was employed to compare the Giardia microbial exposure risk (MER) and the trihalomethane chemical exposure risk (CER) to humans. The results demonstrated a 22% decrease in MER- and CER-induced health exposure risk, from 8.45E-5 at 8:00 to 6.60E-5 at 19:00. Both the MER and CER decreased gradually, dropping to 3.26E-5 and 3.35E-5 at 19:00, respectively. However, the CER exceeded the MER after 18:30 and became the dominant factor affecting the total exposure risk. Past the 18 hr mark, the contribution of trihalomethane CER far exceeded the risk aversion from microbial inactivation, leading to a net increase in total exposure risk despite the declining MER. Swimmers may consider swimming after 19:00, when the total exposure risk is the lowest. Lowering water temperature and/or pH were identified as the most sensitive factors to minimize the overall health exposure risk.     

Cancer risk assessment from exposure to trihalomethanes in tap water and swimming pool water

We investigated the concentration of trihalomethanes （THMs） in tap water and swimming pool water in the area of the Nakhon Path- om Municipality during the period April 2005-March 2006. The concentrations of total THMs, chloroform, bromodichloromethane, dibromochloromethane and bromoform in tap water were 12.70-41.74, 6.72-29.19, 1.12-11.75, 0.63-3.55 and 0.08-3.40 μg/L, respectively, whereas those in swimming pool water were 26.15-65.09, 9.50-36.97, 8.90-18.01, 5.19-22.78 and ND-6.56 μg/L, respectively. It implied that the concentration of THMs in swimming pool water was higher than those in tap water, particularly, brominated-THMs. Both tap water and swimming pool water contained concentrations of total THMs below the standards of the World Health Organization （WHO）, European Union （EU） and the United States Environmental Protection Agency （USEPA） phase Ⅰ, but 1 out of 60 tap water samples and 60 out of 72 swimming pool water samples contained those over the Standard of the USEPA phase Ⅱ. From the two cases of cancer risk assessment including Case Ⅰ Non-Swimmer and Case Ⅱ Swimmer, assessment of cancer risk of nonswimmers from exposure to THMs at the highest and the average concentrations was 4.43×10^-5 and 2.19×10^-5, respectively, which can be classified as acceptable risk according to the Standard of USEPA. Assessment of cancer risk of swimmers from exposure to THMs at the highest and the average concentrations was 1.47×10^-3 and 7.99×10^-4, respectively, which can be classified as unacceptable risk and needs to be improved. Risk of THMs exposure from swimming was 93.9%-94.2% of the total risk. Cancer risk of THMs concluded from various routes in descending order was： skin exposure while swimming, gastro-intestinal exposure from tap water intake, and skin exposure to tap water and gastro-intestinal exposure while swimming. Cancer risk from skin exposure while swimming was 94.18% of the total cancer risk.     

Formation and control of disinfection byproducts and toxicity during reclaimed water chlorination: A review

Chlorination is essential to the safety of reclaimed water; however, this process leads to concern regarding the formation of disinfection byproducts (DBPs) and toxicity. This study reviewed the formation and control strategies for DBPs and toxicity in reclaimed water during chlorination. Both regulated and emerging DBPs have been frequently detected in reclaimed water during chlorination at a higher level than those in drinking water, indicating they pose a greater risk to humans. Luminescent bacteria and Daphnia magna acute toxicity, anti-estrogenic activity and cytotoxicity generally increased after chlorination because of the formation of DBPs. Genotoxicity by umu-test and estrogenic activity were decreased after chlorination because of destruction of toxic chemicals. During chlorination, water quality significantly impacted changes in toxicity. Ammonium tended to attenuate toxicity changes by reacting with chlorine to form chloramine, while bromide tended to aggravate toxicity changes by forming hypobromous acid. During pretreatment by ozonation and coagulation, disinfection byproduct formation potential (DBPFP) and toxicity formation potential (TFP) occasionally increase, which is accompanied by DOC removal; thus, the decrease of DOC was limited to indicate the decrease of DBPFP and TFP. It is more important to eliminate the key fraction of precursors such as hydrophobic acid and hydrophilic neutrals. During chlorination, toxicities can increase with the increasing chlorine dose and contact time. To control the excessive toxicity formation, a relatively low chlorine dose and short contact time were required. Quenching chlorine residual with reductive reagents also effectively abated the formation of toxic compounds.     

Concentrations of disinfection by-products in swimming pool following modifications of the water treatment process: An exploratory study

The formation and concentration of disinfection by-products (DBPs) in pool water and the ambient air vary according to the type of water treatment process used. This exploratory study was aimed at investigating the short-term impact of modifications of the water treatment process on traditional DBP levels (e.g., trihalomethanes (THMs), chloramines) and emerging DBPs (e.g., Halonitromethanes, Haloketones, NDMA) in swimming pool water and/or air. A sampling program was carried to understand the impact of the following changes made successively to the standard water treatment process: activation of ultraviolet (UV) photoreactor, halt of air stripping with continuation of air extraction from the buffer tank, halt of air stripping and suppression of air extraction from the buffer tank, suppression of the polyaluminium silicate sulfate (PASS) coagulant. UV caused a high increase of Halonitromethanes (8.4 fold), Haloketones (2.1 fold), and THMs in the water (1.7 fold) and, of THMs in the air (1.6 fold) and contributed to reducing the level of chloramines in the air (1.6 fold) and NDMA in the water (2.1 fold). The results highlight the positive impact of air stripping in reducing volatile contaminants. The PASS did not change the presence of DBPs, except for the THMs, which decrease slightly with the use of this coagulant. This study shows that modifications affecting the water treatment process can rapidly produce important and variable impacts on DBP levels in water and air and suggests that implementation of any water treatment process to reduce DBP levels should take into account the specific context of each swimming pool.     

Bromate ion formation in dark chlorination and ultraviolet/chlorination processes for bromide-containing water

Bormate （BrO3^-） is a carcinogenic chemical produced in ozonation or chlorination of bromide-containing water. Although its formation in seawater with or without sunlight has been previously investigated, the formation of bromate in dilute solutions, particularly raw water for water treatment plant, is unknown. In this article, the results of bench scale tests to measure the formation rates of bromate formation in dilute solutions, including de-ionized water and raw water from Yangtze River, were presented in dark chlorination and ultraviolet （UV）/chlorination processes. And the effects of initial pH, initial concentration of NaOCl, and UV light intensity on bromate formation in UV/chlorination of the diluted solutions were investigated. Detectable bromate was formed in dark chlorination of the two water samples with a relatively slow production rate. Under routine disinfecting conditions, the amount of formed bromate is not likely to exceed the national standards （10 μg/L）. UV irradiation enhanced the decay of free chlorine, and, simultaneously, 6.6%-32% of Br^- was oxidized to BrO3^-. And the formation of bromate exhibited three stages： rapid stage, slow stage and plateau. Under the experimental conditions （pH = 4.41-11.07, CCl2= 1.23-4.50 mg/L）, low pH and high chlorine concentration favored the generation of bromate. High light intensity promoted the production rate of bromate, but decreased its total generation amount due to acceleration of chlorine decomposition.     

氯消毒对再生水可同化有机碳的影响

考察了再生水氯消毒过程中的氯消耗特性及水质特性的变化,发现加氯后5 min,氯消耗速率最大,同时254 nm的紫外吸光度和三维荧光强度的变化最为显著.发现再生水消毒后生物可同化有机碳(AOC)浓度显著增加,说明消毒后水质生物稳定性变差.AOC变化趋势呈现为先增长后降低的趋势,对于不同处理工艺再生水,二级出水的AOC水平普遍高于深度处理出水,但深度出水消毒5 min后AOC的增长率却高于二级出水消毒后的增长率.进一步研究发现,再生水水样消毒后的AOC变化量与三维荧光积分值变化量之间有一定的正相关关系.     

饮用水消毒技术发展趋势的文献计量学分析

消毒过程是饮用水安全保障研究的热点,本文采用文献计量学的方法对2000—2012年间的学术论文和发明专利进行了分析,明确了全球在饮用水消毒领域的研究动态和趋势以及我国存在的主要差距.结果表明全球对该领域研究的关注度持续增加,其研究热点主要集中在消毒技术工艺和消毒副产物两方面,其中氯化、臭氧氧化、氯化消毒副产物是近十余年的关注焦点.美国和瑞士作为本领域研究的主要领先国家分别在文章产出量和研究水平上位列第一,值得注意的是瑞士在本领域的研究偏重于高级氧化技术和新型消毒副产物.我国的发文量仅次于美国而专利申请量仅次于日本,但研究水平远落后于世界领先国家.我国的研究工作主要集中在氯氧化消毒工艺和常规消毒副产物生成与控制,原创性研究有待加强.本研究对明确我国饮用水消毒技术的发展趋势和研究人员选题具有重要意义.     

Do DBPs swim in salt water pools? Comparison of 60 DBPs formed by electrochemically generated chlorine vs. conventional chlorine

Disinfectants are added to swimming pools to kill harmful pathogens. Although liquid chlorine (sodium hypochlorite) is the most commonly used disinfectant, alternative disinfection techniques like electrochemically generated mixed oxidants or electrochemically generated chlorine, often referred to as salt water pools, are growing in popularity. However, these disinfectants react with natural organic matter and anthropogenic contaminants introduced to the pool water by swimmers to form disinfection byproducts (DBPs). DBPs have been linked to several adverse health effects, such as bladder cancer, adverse birth outcomes, and asthma. In this study, we quantified 60 DBPs using gas chromatography-mass spectrometry and assessed the calculated cytotoxicity and genotoxicity of an indoor community swimming pool before and after switching to a salt water pool with electrochemically generated chlorine. Interestingly, the total DBPs increased by 15% upon implementation of the salt water pool, but the calculated cytotoxicity and genotoxicity decreased by 45% and 15%, respectively. Predominant DBP classes formed were haloacetic acids, with trichloroacetic acid and dichloroacetic acid contributing 57% of the average total DBPs formed. Haloacetonitriles, haloacetic acids, and haloacetaldehydes were the primary drivers of calculated cytotoxicity, and haloacetic acids were the primary driver of calculated genotoxicity. Diiodoacetic acid, a highly toxic iodinated DBP, is reported for the first time in swimming pool water. Bromide impurities in sodium chloride used to electrochemically generate chlorine led to a 73% increase in brominated DBPs, primarily driven by bromochloroacetic acid. This study presents the most extensive DBP study to-date for salt water pools.     

饮水中的挥发性卤代烃研究

阐述了源水氯化消毒过程中产生挥发性卤代烃机理，通过模拟清毒处理，研究了各种环境条件下如活性氯浓度，ｐＨ值，时间等对卤代烃形成的影响，对氯仿挥发动力学做了初步探讨，同时对具有相同过程的游泳池中的卤代烃也作了含量调查。