钙基脱硫剂固硫率的测定方法

介绍了钙基脱硫剂固硫后形成的ＣａＯＣａＳＯ４固体混合物中钙和硫酸根的测定方法,改进了文献中微量硫酸根的一分析,分析了滴定过程听机理。先用高氯酸将固体混合物溶解形成水溶液,然后以杜试剂为批示剂,用高氯酸钡溶液滴定溶液中的微量硫酸根,并用ＥＤＴＡ法以钙红为指示剂滴定溶液中的钙离子,从而可以计算出钙基脱硫剂的固硫率（表示为脱硫后固体混合物中的钙硫化）。     

淄博孝妇河流域孔隙水流酸盐污染特征及其形成

分析１９８９～１９９６年孔隙水的化学资料,总结出了研究区孔隙水硫酸盐污染的特点,借助原状土柱试验探明,孔隙水中污染组分来源于农业灌溉污水。农灌的频率与强度及大气降水的特点共同决定了本区孔隙水污染特征的形成。因此,停止或减少污灌量是改善地下水环境的有效且经济的方法。     

硫酸盐还原作用对废水厌氧处理的影响

采用半连续流运行方式研究了硫酸盐还原作用对废水厌氧处理的影响。试验结果表明:当温度为35℃,pH为7.2～7.4时,进水COD/SO42-≥10,硫酸盐还原作用不致于对产甲烷菌产生严重抑制;进水COD/SO42-≥5,反应器能承受的COD负荷小于2.05kg/ (m3·d),超过这一负荷,反应器会发生严重抑制;进水COD/SO42-≥2,反应器能承受的COD负荷小于1.0kg/(m3·d)。进水COD/SO42-比值越小,反应器能承受的COD负荷越低。反应器污泥浓度高有利于硫酸盐废水的处理。      

Unraveling SO2-tolerant mechanism over Fe2（SO4）3/TiO2 catalysts for NOx reduction

Developing low-temperature SO₂-tolerant catalysts for the selective catalytic reduction of NO_x is still a challenging task. The sulfation of active metal oxides and deposition of ammonium bisulfate deactivate catalysts, due to the difficult decomposition of the as-formed sulfate species at low temperatures（<300 °C）. In recent years, metal sulfate catalysts have attracted increasing attention owing to their good catalytic activity and strong SO₂ tolerance at hi...     

Changes in the Chemistry of Small Irish lakes

A re-survey of acid-sensitive lakes in Ireland (initial survey 1997) was carried out during spring 2007 (n = 60). Since 1997, atmospheric emissions of sulfur dioxide and deposition of non-marine sulfate (SO₄ ²⁻) in Ireland have decreased by ~63 and 36%, respectively. Comparison of water chemistry between surveys showed significant decreases in the concentration of SO₄ ²⁻, non-marine SO₄ ²⁻, and non-marine base cations. In concert, alkalinity increased significantly; however, no change was observed in surface water pH and total aluminum. High inter-annual variability in sea salt inputs and increasing (albeit non-significant) dissolved organic carbon may have influenced the response of pH and total aluminum (as ~70% is organic aluminum). Despite their location on the western periphery of Europe, and dominant influence from Atlantic air masses, the repeat survey suggests that the chemistry of small Irish lakes has shown a significant response to reductions in air pollution driven primarily by the implementation of the Gothenburg Protocol under the UNECE Convention on Long-Range Transboundary Air Pollution.     

消除水中硫酸盐测定干扰的方法

铬酸钡间接原子吸收法测定水中硫酸盐时,样品的稀释倍数、盐度、酸度对测定结果影响较大.通过试验得出消除干扰的方法,使得测定结果准确、可信.     

废水中硫酸盐生物还原技术研究

在上流式厌氧污泥床中,利用硫酸盐还原菌还原青霉素生产废水中的SO₄2-, 当进水SO₄2-为 2.0 g/L,SO₄2-容积负荷为10 kg/(m3·d)时,SO₄2-去除率为76%。试验结果表明:COD/SO₄2-和容积负荷是影响SO₄2-还原效果的主要因素。      

Evaluation of the community multiscale air quality (CMAQ) model version 4.5: Sensitivities impacting model performance; Part II—particulate matter

This paper is Part II in a pair of papers that examines the results of the Community Multiscale Air Quality (CMAQ) model version 4.5 (v4.5) and discusses the potential explanations for the model performance characteristics seen. The focus of this paper is on fine particulate matter (PM_2.5) and its chemical composition. Improvements made to the dry deposition velocity and cloud treatment in CMAQ v4.5 addressing compensating errors in 36-km simulations improved particulate sulfate (SO₄²⁻) predictions. Large overpredictions of particulate nitrate (NO₃⁻) and ammonium (NH₄⁺) in the fall are likely due to a gross overestimation of seasonal ammonia (NH₃) emissions. Carbonaceous aerosol concentrations are substantially underpredicted during the late spring and summer months, most likely due, in part, to a lack of some secondary organic aerosol (SOA) formation pathways in the model. Comparisons of CMAQ PM_2.5 predictions with observed PM_2.5 mass show mixed seasonal performance. Spring and summer show the best overall performance, while performance in the winter and fall is relatively poor, with significant overpredictions of total PM_2.5 mass in those seasons. The model biases in PM_2.5 mass cannot be explained by summing the model biases for the major inorganic ions plus carbon. Errors in the prediction of other unspeciated PM_2.5 (PM_Other) are largely to blame for the errors in total PM_2.5 mass predictions, and efforts are underway to identify the cause of these errors.     

Bacteria inactivation by sulfate radical: progress and non-negligible disinfection by-products

● Status of inactivation of pathogenic microorganisms by SO₄^•− is reviewed. ● Mechanism of SO₄^•− disinfection is outlined. ● Possible generation of DBPs during disinfection using SO₄^•− is discussed. ● Possible problems and challenges of using SO₄^•− for disinfection are presented. Sulfate radicals have been increasingly used for the pathogen inactivation due to their strong redox ability and high selectivity for electron-rich species in the last decade. The application of sulfate radicals in water disinfection has become a very promising technology. However, there is currently a lack of reviews of sulfate radicals inactivated pathogenic microorganisms. At the same time, less attention has been paid to disinfection by-products produced by the use of sulfate radicals to inactivate microorganisms. This paper begins with a brief overview of sulfate radicals’ properties. Then, the progress in water disinfection by sulfate radicals is summarized. The mechanism and inactivation kinetics of inactivating microorganisms are briefly described. After that, the disinfection by-products produced by reactions of sulfate radicals with chlorine, bromine, iodide ions and organic halogens in water are also discussed. In response to these possible challenges, this article concludes with some specific solutions and future research directions.     

Microbial removal of uranyl by sulfate reducing bacteria in the presence of Fe (III) (hydr)oxides

Microbiological reduction of uranyl by sulfate reducing bacteria (SRB) has been proposed as a promising method for removal of radionuclide from groundwater. In this study, we examined the effect of two naturally occurring Fe(III) (hydr)oxides, hematite and goethite, on the bioreduction of U(VI) by a mixed culture of SRB via laboratory batch experiments. The biogenic precipitate from U(VI) bioreduction was determined using X-ray absorption near edge structure (XANES) analysis, showing a typical feature of uraninite (UO₂). In the presence of either hematite or goethite-containing Fe(III) ranging from 10 to 30 mM, the reduction of U(VI) was retarded by both minerals and the retardatory effect was enhanced with increasing amount of Fe(III) (hydr)oxide. When exposed to a mixture of hematite and goethite with the total Fe(III) kept constant at 20 mM, the retardatory effect on U(VI) reduction by the minerals were directly correlated with the fraction of hematite present. A slow increase in U(VI) concentration was also found in all Fe(III) (hydr)oxide treatments after 10-13 days, accompanied by the release of Fe(II) into the solution. The presence of Fe(III) (hydr)oxide can cause the eventual incomplete bioreduction of U(VI). However, it was not the case for the control without minerals. When mixing biogenic uraninite with hematite or goethite without SRB, Fe(II) was also detected in the solution. These findings suggest that the U(VI) remobilization after 10～13 days may be due to reoxidation of the uraninite by the solid-phase Fe(III) (hydr)oxide.