超声前处理强化活性炭吸附活性艳红X-3B染料废水

探究了超声前处理活性艳红X-3B染料废水强化活性炭吸附降解性能及不同超声参数的影响规律,包括超声功率和超声时间。研究结果表明,超声前处理活性艳红X-3B染料废水可通过空化效应使有机大分子裂解为小分子易于被活性炭吸附,同时可强化其到活性炭微孔中传输,提高了活性炭吸附降解性能,最佳超声功率为320 W。浓度越高,所需超声时间越长,当超声达到一定时间后,继续超声不会影响染料分子的吸附。超声前处理虽然不会改变吸附平衡时间,但可有效增加活性炭处理活性艳红X-3B染料废水的饱和吸附量。     

河南省旱涝灾害的地域分异规律和减灾对策研究

河南省地处我国南北气候过渡地带,自古以来就以旱涝灾害频繁而著称。根据旱涝灾害的地域分异特点,可将全省分为五个区。减轻旱涝灾害的主要措施是:加强水利建设,进一步开发地下水;扩大引黄灌溉、抗旱、补源面积;走旱作农业的道路,广泛提高农田抗灾水平。     

风雨联合作用下风向对大跨度悬挑屋盖的压力分布影响研究

强降雨通常伴有强风作用,风向成为影响结构表面压力分布的重要因素之一。目前大跨度挑檐屋盖设计基本只考虑垂直于结构表面的单独雨荷载作用,对风雨联合作用下建筑表面压力分布研究甚少。研究风雨联合作用下,不同风向对大跨度悬挑屋盖表面的压力分布影响特性。基于数值模拟平台,采用欧拉-欧拉方法,模拟得到了不同风向工况下大跨度悬挑屋盖结构表面平均压力分布规律,并研究得到了一次自然降雨过程中最不利抗风雨位置,对相应大跨度悬挑结构设计提出了有益参考。     

Effects of chemical modification on physicochemical properties and adsorption behavior of sludge-based activated carbon

This study aimed to explore the adsorption performance of sludge-based activated carbon (SBC) towards dissolved organic matters (DOMs) removal from sewage, and investigated the modification effect of different types of chemicals on the structure of synthesized SBC. Waste activated sludge (WAS) was used as a carbon source, and HCl, HNO₃, and NaOH were used as different types of chemicals to modify the SBC. With the aid of chemical activation, the modified SBC showed higher adsorption performances on DOMs removal with maximum adsorption of 29.05 mg/g and second-order constant (k) of 0.1367 (L/mol/sec) due to the surface elution of ash and minerals by chemicals. The surface elemental composition of MSBC suggested that the content of C-C and C-O functional groups on the surface of modified sludge-based activated carbon (MSBC) played an important role on the adsorption capacities of MSBC towards DOMs removal in sewage. Additionally, the residual molecular weight of DOMs in sewage was investigated using a 3-dimension fluorescence excitation-emission matrix (3D-EEM) and high-performance size exclusion chromatography (HP-SEC). Results showed that the chemical modification significantly improved the adsorption capacity of MSBC on humic acids (HA) and aromatic proteins (APN), and both of NaOH-MSBC and HCl-MSBC were effective for a wide range of different AMW DOMs removal from sewage, while the HNO₃-MSBC exhibited poorly on AMW organics of 2,617 Da and 409 Da due to the reducing content of macropore. In brief, this study provides reference values for the impact of the chemicals of the activation stage before the SBCs application.     

铬渣解毒处理处置技术综述

简要介绍了国内外铬盐生产现状和铬渣堆存现状,对铬渣解毒处理处置技术的五大类方法进行了评述,着重对铬渣干法解毒处理处置技术进行了研究。分析了各方法的优缺点和存在的主要问题,提出了铬渣治理要求及今后的发展方向。     

火电厂锅炉再热器联络管裂纹分析及处理

某火电厂亚临界锅炉墙式再热器蒸汽出口至屏式再热器联络管母管及排空气管接管座产生裂纹发生渗漏。通过对墙式再热器出口管道排空气管接管座裂纹特征、结构型式、管道现场布置情况、运行环境等方面进行综合分析,认为排空气管道安装布置不合理,无保温措施,导致冷凝水倒流,形成热疲劳裂纹并逐步延伸扩展。确认产生裂纹的原因后,优化管道安装布置、对接管座结构型式做出改进并对产生裂纹的管道进行了更换,改进后锅炉运行约1.8× 10⁴ h后复检无缺陷。     

磺胺类抗生素在斑马鱼体内的生物富集性及模型预测评估

针对磺胺类抗生素在鱼体内的生物富集特性,采用半静态生物富集测试法,研究磺胺二甲嘧啶(SMT)和磺胺甲恶唑(SMX)在斑马鱼(Brachydanio rerio)体内的生物富集规律及生物富集系数(bio-concentration factor,BCF),并选用3种常用预测模型对2种磺胺类抗生素的BCF值进行估算,比较了估算值与实际测定值,为磺胺类抗生素生物富集性的预测提供依据。研究结果表明,当暴露浓度为0.01 mg·L~(-1)~1.00 mg·L~(-1)时,鱼体对SMT的最大生物富集系数BCF值为1.11,最大富集量出现在暴露24~48 h期间;SMX的最大BCF值为1.15,最大富集量处于暴露96~168 h之间。根据磺胺类抗生素的理化性质,通过比较3种生物富集预测模型获得SMT和SMX的BCF值,发现其中Kow预测模型所得估算值最为接近实测值。因此可利用该模型作为磺胺类抗生素富集性的预测工具,为我国兽药抗生素的环境风险预测和评价提供依据。     

胚胎期和哺乳期全氟辛烷磺酸(PFOS)暴露致大鼠学习记忆能力下降

为了探讨全氟辛烷磺酸(PFOS)的发育神经毒性,寻找PFOS发育神经毒性作用的敏感期,利用水迷宫和组织病理切片技术,研究了胚胎期和哺乳期暴露于PFOS后新生大鼠发育情况、学习记忆能力、抓力以及海马组织病理学改变。结果显示：PFOS导致仔鼠发育迟缓,睁眼期延迟。仔鼠出生后体重与对照组相比出现显著性降低。同一PFOS暴露浓度下,胚胎期暴露组体重低于哺乳期暴露组,抓力差异不显著。水迷宫实验结果显示,TT15(胚胎期和哺乳期均暴露于15 mg·L^-1 PFOS)和TC15(仅胚胎期暴露于15 mg·L^-1 PFOS)暴露组仔鼠逃避潜伏期显著高于对照组,且TC15暴露组仔鼠逃避潜伏期显著性高于CT15(仅哺乳期暴露于15 mg·L^-1 PFOS)暴露组。空间探索实验中,TT15暴露组仔鼠在目标象限的游泳时间显著性低于对照组,其他组无显著性差异。组织病理切片结果显示暴露组海马组织细胞数量减少,出现细胞凋亡现象。结果表明,PFOS造成仔鼠的发育延迟以及学习记忆能力下降的关键作用时期可能是胚胎期。     

A review of atmospheric mercury emissions,pollution and control in China

Mercury, as a global pollutant, has significant impacts on the environment and human health. The current state of atmospheric mercury emissions, pollution and control in China is comprehensively reviewed in this paper. With about 500-800 t of anthropogenic mercury emissions, China contributes 25%-40% to the global mercury emissions. The dominant mercury emission sources in China are coal combustion, non-ferrous metal smelting, cement production and iron and steel production. The mercury emissions from natural sources in China are equivalent to the anthropogenic mercury emissions. The atmospheric mercury concentration in China is about 2-10 times the background level of North Hemisphere. The mercury deposition fluxes in remote areas in China are usually in the range of 10-50μg·m^-2·yr^-1. To reduce mercury emissions, legislations have been enacted for power plants, non-ferrous metal smelters and waste incinerators. Currently mercury contented in the flue gas is mainly removed through existing air pollution control devices for sulfur dioxide, nitrogen oxides, and particles. Dedicated mercury control technologies are required in the future to further mitigate the mercury emissions in China.     

A red water occurrence in drinking water distribution systems caused by changes in water source in Beijing,China: mechanism analysis and control measures

A red water phenomenon occurred in several communities few days after the change of water source in Beijing, China in 2008. In this study, the origin of this problem, the mechanism of iron release and various control measures were investigated. The results indicated that a significant increase in sulphate concentration as a result of the new water source was the cause of the red water phenomenon. The mechanism of iron release was found that the high-concentration sulphate in the new water source disrupted the stable shell of scale on the inner pipe and led to the release of iron compounds. Experiments showed that the iron release rate in the new source water within pipe section was over 11-fold higher than that occurring within the local source water. The recovery of tap water quality lasted several months despite ameliora- tive measures being implemented, including adding phosphate, reducing the overall proportion of the new water source, elevating the pH and alkalinity, and utilizing free chlorine as a disinfectant instead of chloramine. Adding phosphate was more effective and more practical than the other measures. The iron release rate was decreased after the addition of 1.5 mg. L-1 orthophosphate- P, tripolyphosphate-P and hexametaphosphate-P by 68%, 83% and 87%, respectively. Elevating the pH and alkalinity also reduced the iron release rate by 50%. However, the iron release rate did not decreased after replacing chloramine by 0.5-0.8 mg. L-1 of free chlorine as disinfectant.