耐盐性毒死蜱降解混合菌的构建及其降解特性

为明确蜡状芽孢杆菌(Bacillus cereus)混合菌株对毒死蜱的降解效果,采用正交实验的方法构建混合菌。以混合菌对毒死蜱的降解率和菌株的生长量为依据,利用单一因素实验考察了不同因素对混合菌降解毒死蜱的影响。结果表明:构建的混合菌中三菌株的体积比为1∶1∶3。在含80 mg/L毒死蜱的反应体系中,最适接菌量为8%(V/V),最适pH为7。在实验浓度下,混合菌对毒死蜱的降解符合一级动力学方程。混合菌对盐分有较高的耐受度,当反应液中氯化钠浓度在20～100 g/L之间时,混合菌对80 mg/L毒死蜱的降解率最高达61%。     

醇对柴油微乳体系性能的影响

采用AOT为表面活性剂,不同碳链长度正构醇为助表面活性剂,通过稀释法制备了AOT/柴油/正构醇/水微乳体系。考察了醇与表面活性剂的质量比(r)和正构醇的碳链长度对柴油微乳体系的影响,对不同条件下制备的微乳体系的电导率(δ)、界面张力(γ)及运动粘度(μ)进行了表征。结果表明,采用正丁醇时,微乳体系会出现渗滤现象。采用其他醇时,微乳体系的最大增溶水量(W0)随碳链长度增加而减小,随r增大先增大后减小;随增溶水量(W)增加,δ增大直至达到稳定,γ减小,μ增大;随醇碳链长度增大,δ减小,γ、μ增大;随r增大,δ增大,γ、μ减小。采用正戊醇(r=0.4)时,微乳体系的W0最大,γ、μ均较小,柴油微乳液体系的性能较佳。     

PCR-DGGE技术解析A~2/O工艺好氧单元中微生物群落结构

应用PCR-DGGE方法,追踪了汉沽工业废水处理中好氧工艺的活性污泥系统中微生物群落结构动态变化过程及其微生物群落结构组成。研究结果表明：系统中的微生物群落结构随水质变化而变化,随着培养时间的延长,微生物群落结构趋于稳定,分别属于5大类群,与γ、δ、α、ε变形杆菌（Proteobacterias）、芽孢杆菌（Bacilli）的亲缘关系较近。其中γ变形杆菌是该废水处理过程中的主要菌群,包括Pseudomonas sp.、Rheinheimera sp.、Citrobacter sp.、Klebsiella sp.、Enterbacte-riaceae、Stenotrophomonas maltophilia、Acinetobacter。在整个系统中uncultured Pseudomonas sp.、Halobacillus sp.、Pseudomonassp.、Pseudomonas stutzeri、Acinetobacter sp.可稳定存在于系统中,为该污水处理系统中的优势微生物。因此,提高Halobacillussp.、Pseudomonas sp.、Pseudomonas stutzeri、Acinetobacter sp.菌属在系统中的数量和质量,有利于提高废水生化处理的效果。     

市政污泥与不同烟煤混合燃烧特性

使用非等温热重法,研究了淮北烟煤和神华烟煤在6种不同市政污泥掺混比条件下对混合燃烧特性的影响,并对混合燃烧过程的动力学特性进行了分析。实验结果表明:污泥与煤的混合燃烧特性从总体上表现为污泥与煤共同作用的结果,最优的污泥掺混比受到煤种的影响。在不同煤中污泥掺烧比少于20%对煤的活性影响较小。活化性能较差的淮北烟煤在污泥掺混比为30%时,在不同的温度区间分别表现出污泥与煤的反应特征。活化性能较好的神华烟煤在污泥掺混比为40%时表现这一趋势。     

ABR-好氧颗粒污泥处理黄连素废水的启动研究

实验研究了ABR-好氧颗粒污泥组合工艺处理黄连素制药废水的启动运行,通过分析发现,ABR装置在HRT为4 d,黄连素浓度为50 mg/L的运行方式下成功启动,反应器运行稳定后每个格室MLSS平均值分别为25 840、21 560、27 500和11 200 mg/L。以ABR出水为营养物,成功培养出粒径在2～10 mm,沉降速率为104～137 m/h,沉降性能优良的好氧颗粒污泥。该组合工艺在启动实验的末期,进水COD浓度为3 000～4 000 mg/L左右,出水COD浓度到达168.4～271mg/L,系统总的去除率保持在90%～95%之间,表明ABR-好氧颗粒污泥组合工艺能够有效地处理黄连素制药废水。     

Arsenic accumulation by the aquatic fern Azolla: comparison of arsenate uptake, speciation and efflux by A. caroliniana and A. filiculoides

This study investigates As accumulation and tolerance of the aquatic fern Azolla. Fifty strains of Azolla showed a large variation in As accumulation. The highest- and lowest-accumulating ferns among the 50 strains were chosen for further investigations. Azolla caroliniana accumulated two times more As than Azolla filiculoides owing to a higher influx velocity for arsenate. A. filiculoides was more resistant to external arsenate due to a lower uptake. Both strains showed a similar degree of tolerance to internal As. Arsenate and arsenite were the dominant As species in both Azolla strains, with methlyated As species accounting for <5% of the total As. A. filiculoides had a higher proportion of arsenite than A. caroliniana. Both strains effluxed more arsenate than arsenite, and the amount of As efflux was proportional to the amount of As accumulation. The potential of growing Azolla in paddy fields to reduce As transfer from soil and water to rice should be further evaluated.     

Stormwater runoff quality from different surfaces in an urban catchment in Beijing, China

Urban stormwater runoff quality, widely investigated around the world, has been monitored less in Beijing, China, which impedes the municipal government to use best management practices to protect surface water. In this study, rainwater and stormwater runoff samples from roofs, roads, and a lawn on the campus of the Research Center for Eco-Environmental Sciences (RCEES) (Beijing, China) and from a ring road, with heavy traffic, have been sampled and analyzed for 31 storm events from June 2004 to August 2005. Total suspended solids (TSS), chemical oxygen demand (COD), 5-day biochemical oxygen demand (BOD5), total nitrogen, and total phosphorus concentrations in rainwater and runoff ranged over 2 or more orders of magnitude, meaning that the highest concentration of a certain pollutant did not always occur in a certain kind of runoff. Runoff contained significantly higher concentrations of pollutants than rainwater. On the campus of RCEES, TSS and total phosphorus in runoff samples from the lawn and roads were significantly higher than those from roofs, while the COD, BOD5, and total nitrogen concentrations were not significantly different in runoff among surfaces. Compared with runoff from the roads on campus, runoff from the ring road contained more COD and total nitrogen, but less TSS, BOD5, and total phosphorus. All pollutants measured in runoff from roofs on campus and from the ring road showed a peak concentration in starting runoff, which then decreased sharply. The peak concentrations of COD, BOD5, total nitrogen, and total phosphorus in the roof runoff increased with the increase in time of the antecedent dry period. Thus, urban stormwater pollution control, especially for first-flush control, is of great importance for the full use of rainwater and prevention of water pollution.     

长江下游氮、磷含量变化及其输送量的估计

根据在１９９７和１９９８年内对长江干流大通站河水的３次采样分析,结合该站１９６２～１９９０年的水质资料,对长江下游Ｎ、Ｐ含量变化及其输送量进行研究．总氮、总磷的平均含量分别为１．６～２．２ｍ ｇ·Ｌ^-1和０．１１～０．１５ｍ ｇ·Ｌ^-1,Ｎ 以ＮＯ^-_３ －Ｎ 为主,约占７６％ ,其余主要为溶解有机氮和颗粒氮;Ｐ以颗粒态为主,占９５％ 以上．从５、６月到８月,ＮＯ^-_３－Ｎ含量是逐渐降低的,ＤＯＮ含量有较大幅度的上升,ＰＮ、ＰＰ及ＴＰ含量也有所增高．与历史资料相比,长江大通站溶解无机氮（ＤＩＮ）和ＰＯ^3-₄－Ｐ含量还在不断上升,Ｎ、Ｐ含量的上升与流域化肥施用量变化趋势一致．１９９８年夏季洪水期间,约有７９．９５万ｔＮ和８．３６万ｔＰ从大通站向下游输送,其中ＤＩＮ与生物有效磷（ＢＡＰ）比值远高于浮游植物生长的Ｐ限制值.     

用中空纤维膜生物反应器处理高浓度有机废水

采用厌氧—好氧膜生物反应器处理高浓度有机废水,系统对COD和氨氮的去除率分别达到95%和92%,出水水质优良。长期的运行结果表明,膜组件能长时间维持大于10L/(m2.h)的运行通量,膜通量与过滤阻力在不同的运行阶段的变化规律可分别用层流模型与浓差极化模型来进行模拟。     

活性炭纤维在机动车尾气净化中的研究与应用展望

机动车尾气净化控制的一个难点在于冷启动阶段,此时由于温度较低,催化剂尚未完全起作用,导致排出的污染物浓度较高。阐述了活性炭纤维的基本特性,特别是其低温吸附与催化性能对NO和CO的转化作用,讨论了活性炭纤维作为机动车尾气净化材料所需的改性及方法,并展望了其应用前景。