O3—H2O2组合法处理染料中间体废水的研究

报道了Ｏ３－Ｈ２Ｏ２组合法处理含有磺酸基团的萘系染料中间体废水的试验结果。对ＣＯＤ约为１６００ｍｇ／ｌ的某高浓度染料中间体废水，用５．１ｇＯ３／ｌ和２．０ｇＨ２Ｏ２／ｌ进行处理，可达到约６０％的ＣＯＤ及色度去除率，并使ＢＯＤ／ＣＯＤ的比值超过０．３，为后续生化处理创造了条件。     

汽车排气净化催化剂的研究

研究了ＣｕＯ／ｒ－Ａｌ２Ｏ３催化剂对正已烷的氧化活性及ＣｕＯ负载量对活性的影响；通过ＣＯ－流动法技术考察了在ＣｕＯ／ｒ－Ａｌ２Ｏ３上添加稀土ＣｅＯ２在贫氧和富氧条件下对ＣＯ的氧化活性。结果表明稀土ＣｅＯ２的添加提高了催化剂在贫氧条件下的氧化活性；该催化剂台架试验结果亦表明，催化剂具有较好的一氧化碳（ＣＯ）和烃类（ＨＣ）的氧化能力。     

掺入CO催化活化CO2加氢合成甲醇的研究

用ＴＰＤ,ＴＰＳＲ－ＭＳ活性评价等方法,用Ｃｕ－Ｚｎ－Ａｌ催化剂,对ＣＯ２加氢合成甲醇的原料气掺入适量ＣＯ２进行了研究。结果表明ＣＯ２能占据催化剂表面部分ＣＯ２的吸附位,能抑制ＣＯ２加氢的逆水汽变换反应和促进甲醇合成,从而大大提高了ＣＯ２加事成甲醇的选择性和收率。     

饱和吸氰炭再生方法及其机理的研究

研究了饱和吸氰炭的化学药剂再生与活化方法，确定工作条件，经含Ｈ２Ｏ２，甲醛的０．５ｍｏｌ／ＬＮａＯＨ溶液再生，再用含１０％ＣｕＣｌ２的２ｍｏｌ／ＬＨＣｌ溶液活化后活性炭的性能恢复到原炭的９６％以上，研究表明，经再生与活化后炭样的比表面积所增加，中孔，微孔所占的比例增大，表面含氧基团增多是再生炭获得理想处理效果的主要原因。     

厌氧—好氧处理汰头废水

研究了厌氧－好氧生物工艺处理汰头废水的效果。在常温条件下，厌氧反应器在进水ＰＨ值为６．４左右，平均ＣＯＤ浓度２４００ｍｇ／ｌ，处理水量为８８ｍ＾３／ｄ，水力滞留时间为２．３ｄ条件下，ＣＯＤ去除率为７８％，出水ＰＨ７．１。兼氧－好氧反应器在处理水量２００ｍ＾３／ｄ，进水ＰＨ７．７，水力停留时间１０－１２ｈ，进水ＣＯＤ浓度６４５ｍｇ／ｌ情况下，出水ＣＯＤ浓度为９５ｍｇ／ｌ，ＣＯＤ去除率达８５％，可达标     

共存离子对硫酸盐还原菌（SRB）处理含铬废水的影响研究

报道了用硫酸盐还原菌（ＳＲＢ）处理含铬（ＶＩ）废水时，共存离子Ｓｒ＾２＋，Ｃｄ＾２＋，Ｚｎ＾２＋，ＵＯ＾２＋２，Ａｇ＾＋和Ｃｌ＾－，ＳＯ２－４，ＣＯ＾２－３，ＳｉＦ＾２－６，ＥＤＴＡ柠檬酸根等存在的时的影响，在铬（ＶＩ）为５０μｇ／ｍＬ，菌量一定的条件下，铬的去除率可达８５％以上，共存离子与铬（ＶＩ）的摩尔比为４时影响较为显著，Ｃｄ＾２＋和Ａｇ＾＋使铬的去除量降低，ＵＯ＾２＋２，Ｓｒ＾２＋，Ｚｎ＾     

凹凸棒土颗粒吸附剂的制备

讨论了凹凸棒土的复配造粒及再生方法,考察了造粒添加剂的种类,焙烧温度,焙烧时间等因素对颗粒强度和脱色性能的影响。研究结果表明：凹凸棒土颗粒吸附剂制备的工艺条件是,凹凸棒土：ＡｌＣｌ３：ＭｇＣｌ２．６Ｈ２Ｏ：ＭｓＳＯ４．７Ｈ２Ｏ＝１：０５％：１％：１％,焙烧温度为４５０℃,焙烧时间为１ｈ,吸附饱和后的颗粒吸附剂可以采用热再生。     

含氟废水的混凝沉淀处理

研究了ＦｅＣｌ３,Ａｌ２（ＳＯ４）３,ＰＦＣＳ和ＡＰＡＭ对含氟废水的混凝沉淀处理。结果表明：石灰乳,ＰＦＣＳ和ＡＰＡＭ对废水中的氟及ＣＯＤ具有较好的处理效果,处理后水质达到国家二级排放标准。     

活性硅酸混凝剂PFASSC处理造纸废水

利用硅酸钠、硫酸铝、三氯化铁和硫酸为主要原料制备了复合型活性硅酸混凝剂ＰＦＡＳＳＣ并对造纸废水进行了处理，得到活性硅酸混凝剂ＰＦＡＳＳＣ最佳配方为：ＰＨ＝２．０（Ｆｅ＾３＋＋Ａｌ＾２）／ＳｉＯ２（摩尔比）＝１．５，Ｆｅ＾３＋／Ａｌ＾３＋（摩尔比）＝１．０，与常用混凝剂相比，ＰＦＡＳＳＣ混凝剂处理造纸废水对除浊、脱色和去除ＣＤＤＣｒ有更加优良的性能。     

微量Pd对CrOx／ZrO2催化剂催化活性的影响

运用微反技术考察了ＣｒＯＸ负载型催化剂对ＣＯ＋Ｏ２和ＣＯ＋ＮＯ反应的催化活性。研究了微量Ｐｄ加和ＣｒＯＸ基双组元催化剂对上述反应的催化活性,中间产物Ｎ２Ｏ生成和Ｎ２生成的影响。     

自来水二氧化氯消毒控制三氯甲烷研究

对自来水二氧化氯消毒控制三氯甲烷形成进行了试验研究 ,二氧化氯预消毒替代预氯化消毒可以降低水中的三氯甲烷 ,预消毒处理后形成三氯甲烷的反应受温度和反应时间的影响。使用二氧化氯与氯配制的混合消毒剂消毒时 ,随二氧化氯含量增加 ,水中的三氯甲烷将明显减少。     

二氧化氯深度处理垃圾渗滤液研究

利用二氧化氯对生物处理后的垃圾渗滤液进行深度处理,根据废水中有效氯浓度、COD、氨氮及细菌数等参数的分析,初步探讨了不同浓度的二氧化氯在不同处理时间内对垃圾渗滤液的处理效果。结果表明,对于COD初始浓度为450 mg/L左右的水样,二氧化氯的投加浓度达100 mg/L（有效氯）,反应时间在50 min时,处理水样可达到同类废水的国家二级排放标准;对于同样条件下的水样,当加入约25 mg/L的二氧化氯时可以杀灭水样中的大肠杆菌,加入浓度达到90 mg/L的二氧化氯时,可以杀灭水样中几乎所有的细菌。     

Acute and Chronic Toxicity of Chlorine Dioxide (ClO2) and Chlorite (ClO2ˉ) to Rainbow Trout (Oncorhynchus mykiss) (4 pp)

Goal, Scope and Background Chlorite (ClO2ˉ) is a primary decomposition product when chlorine dioxide (ClO2) is added during water treatment; therefore the toxic effects of both compounds on aquatic organisms are possible. Limited data are available concerning their toxicity to fish. The aim of this study was to investigate sensitivity of rainbow trout to acute and chronic toxicity of chlorine dioxide and chlorite, and to estimate the Maximum-Acceptable-Toxicant-Concentration (MATC) of those compounds in fish. Methods The acute and chronic toxicity of chlorine dioxide and chlorite to larval and adult rainbow trout was investigated in 96-hour to 20-day laboratory exposures evaluating the wide range spectrum of biological indices under semi-static conditions. Results and Discussion Median lethal concentration (96-hour LC50) values derived from the tests were: 2.2 mg/l for larvae; 8.3 mg/l for adult fish and 20-day LC50 for larvae was 1.6 mg/l of chlorine dioxide, respectively. Chlorite was found to be from 48 to 18 times less acutely toxic to larvae and adult fish, correspondingly. Both chemical compounds induced similar toxic effects in rainbow trout larvae during chronic tests (they affected cardio-respiratory and growth parameters), but chlorine dioxide had a higher toxic potency than chlorite. A significant decrease in the heart rate and respiration frequency of larvae was established. However, within an increase in exposure duration recovery of cardio-respiratory responses was seen to have occurred in larvae exposed to chlorite. Meanwhile, in larvae exposed to chlorine dioxide, a significant decrease in cardio-respiratory responses remained during all 20-day chronic bioassays. Chlorine dioxide also more strongly affected growth parameters of rainbow trout larvae at much lower test concentrations. Decreased rate of yolk-sack resorption occurred only in the tests with chlorine dioxide. Conclusions Maximum-Acceptable-Toxicant-Concentration (MATC) of 0.21 mg/l for chlorine dioxide and of 3.3 mg/l for chlorite to fish was derived from chronic tests based on the most sensitive parameter of rainbow trout larvae (growth rate). According to substance toxicity classification accepted for Lithuanian inland waters, chlorine dioxide and chlorite can be referred to substances of \moderate\ toxicity to fish. Recommendations and Outlook Due to its very reactive nature, chlorine dioxide is rapidly (in a few hours) reduced to chlorite, which is persistent also as a biocide but 16 times less toxic to fish, according to MATC. Therefore, it is much more likely that fish will be exposed to chlorite than to chlorine dioxide in natural waters. Presently accepted, the Maximum-Permitted-Concentration of total residual chlorine (TRC) in waste-water discharging into receiving waters is 0.6 mg/l. If this requirement will not be exceeded, it is unlikely that fish would be exposed to lethal or even to sublethal concentrations of chlorine dioxide or chlorite. Furthermore, chlorine dioxide does not generate toxic nitrogenous (chloramines) or carcinogenic organic residuals (trihalomethanes). All these properties make chlorine dioxide a more promising biocide than chlorine.     

自由氯、一氯胺和二氧化氯对饮用水中粪肠球菌的消毒动力学研究

以粪肠球菌为研究对象,研究了自由氯、一氯胺和二氧化氯在不同pH值和温度下的消毒效果,并将灭活速率常数表示为pH和温度的函数,对Chick—Watson模型进行了修正。结果表明,随着pH的上升,自由氯和一氯胺的灭活率减小,二氧化氯的灭活率则增大。温度对一氯胺的影响较小,对自由氯和二氧化氯的影响较显著。修正后含有pH和温度两参数的消毒动力学模型可以很好地模拟消毒过程,增强了模型的通用性。     

二氧化氯杀灭小球藻

实验研究了二氧化氯投加量、小球藻的初始浓度、pH、有机物和氨氮含量对ClO2杀灭来自于水库水的小球藻的影响,考察了ClO2氧化与混凝工艺结合时去除小球藻的效果并对工艺条件进行优化。结果表明,ClO2在投加量1.1 mg/L下,接触10 min,小球藻的杀灭率为71.93%。小球藻的杀灭率随着ClO2投加量的增大和藻初始浓度的升高而提高,随水中有机物含量的增加而显著降低,氨氮含量对小球藻杀灭的效果影响很小。在酸性条件和碱性条件下,小球藻的杀灭率均随pH升高而急剧下降,而在中性至弱碱性区间内,藻的杀灭率随pH升高而缓慢下降。对于某以小球藻为优势藻的供水水库源水,ClO2氧化与混凝工艺结合,藻的去除率高达98.47%。除藻的最佳工艺条件为：二氧化氯投加量为0.5 mg/L,聚合氯化铝为5 mg/L,二氧化氯与混凝剂同时投加。     

二氧化氯和氯复合消毒剂对城市污水的消毒效果

试验研究了二氧化氯和氯复合消毒剂用于经城市污水处理厂处理后的城市污水消毒的效能 ,结果表明 ,二氧化氯和氯复合消毒剂的使用减低了生成的亚氯酸根离子的浓度 ,增加了残余的二氧化氯的浓度 ,粪大肠菌灭活效果良好。     

二氧化氯杀灭小球藻

实验研究了二氧化氯投加量、小球藻的初始浓度、pH、有机物和氨氮含量对ClO2杀灭来自于水库水的小球藻的影响,考察了ClO2氧化与混凝工艺结合时去除小球藻的效果并对工艺条件进行优化。结果表明,ClO2在投加量1.1 mg/L下,接触10 min,小球藻的杀灭率为71.93%。小球藻的杀灭率随着ClO2投加量的增大和藻初始浓度的升高而提高,随水中有机物含量的增加而显著降低,氨氮含量对小球藻杀灭的效果影响很小。在酸性条件和碱性条件下,小球藻的杀灭率均随pH升高而急剧下降,而在中性至弱碱性区间内,藻的杀灭率随pH升高而缓慢下降。对于某以小球藻为优势藻的供水水库源水,ClO2氧化与混凝工艺结合,藻的去除率高达98.47%。除藻的最佳工艺条件为:二氧化氯投加量为0.5 mg/L,聚合氯化铝为5 mg/L,二氧化氯与混凝剂同时投加。     

二氧化氯催化氧化处理难降解废水技术研究进展

简述了二氧化氯的性质与制备方法 ,重点介绍了二氧化氯催化氧化法处理难降解废水的机理、处理过程及催化剂的制备和对一些工业废水处理的效果与经济技术指标 ,展望了该方法的应用前景。     

Determination of chlorine in air with the pyridine-pyrazolone reagent

An improved method for the determination of chlorine in air is described. The principle of this method is based on the absorption of chlorine in p-toluenesulfonamide aqueous solution, followed by color development with a pyridine-pyrazolone reagent. Both the chlorine absorbed in the solution and the color developed with the reagent were stable. Positive interference by nitrogen dioxide was not observed.     

The organic precursors affecting the formation of disinfection by-products with chlorine dioxide

The object of this research was to study the formation of disinfection by-products by using chlorine dioxide (ClO2) as a disinfectant reacting with different properties of organic substance in natural aquatic environment. The adsorbent resin (XAD-4, XAD-7) was used to divide the organic matters in raw water into three groups. The influence of the function groups on structure, reaction tendency, and formation of disinfection by-products generated by the reaction of these organic substances with chlorine dioxide was explored. The experimental results show that the three different organic groups formed using adsorbent resin were hydrophobic substance, hydrophilic acid, and non-acid hydrophilics in proportions of 43%, 41%, and 16%, respectively. Within the raw water in our study, the hydrophilic substance had a higher distribution proportion than that described in general articles and journals, which indicates that this water was contaminated with pollution from human beings. The exploration of the reactivity of the three different organic substances with chlorine dioxide shows that the unit consumption of disinfection agent per unit organic matters (represented by ClO2/DOC) is in the following sequence hydrophobic substance > hydrophilic substance > non-acid hydrophilics. It indicated that larger molecular organic precursors had larger consumption of disinfectant. We also discovered that after the reaction of the three different organic substances with chlorine dioxide, the largest amount of disinfection by-products were generated by the non-acid hydrophilics.