废水处理系统中生物聚集体胞外多聚物研究进展

胞外多聚物(Extracellular polymeric substances,EPS)是废水生物处理系统中生物聚集体(包括絮体污泥、生物膜、颗粒污泥等)的重要组成部分,直接包裹于微生物细胞壁外,其理化性质及所处的特殊位置决定了它在生物聚集体中的重要作用.综述了EPS对废水生物处理系统污泥沉降性能、脱水性以及膜生物反应器膜污染影响的相关研究,分析认为EPS组成与结构特性改变污泥表面电位、疏水性等,进而影响污泥沉降与脱水性能、膜污染程度;以好氧颗粒污泥为典型的生物聚集体代表,总结了EPS组分含量与分布对颗粒污泥的形成与结构稳定性的影响,并在EPS提取方法标准化、现代理化技术与分子生物学技术综合分析等方面进行了展望,进一步的研究有望揭示生物絮凝体形成过程EPS的产生与调控机制.     

新型膜分离技术及其工业中的应用

用膜法来处理废水有高效、低能耗和易操作处理效率高的优点,而且有利于回收废液中的物质,在水处理中有着广阔的应用前景.在介绍常规和新型膜分离技术的基础上,对新型膜分离技术在工业中的发展及应用进行了综述.     

地表臭氧增加对黄花夹竹桃和芒果叶片膜脂过氧化程度和保护酶活性的影响

以黄花夹竹桃（Thevetia peruviana（Pers.）k.Schum.）和芒果（Mangifera indica L.）苗木为材料,研究4种臭氧（O3）体积分数[环境大气NF,φ（O3）=10×10-9~20×10-9;低体积分数处理E50,φ（O3）=50×10-9;中体积分数处理E100,φ（O3）=100×10-9;高体积分数处理E200,φ（O3）=200×10-9]下两种植物叶片膜脂过氧化程度、可溶性蛋白质质量分数、可溶性糖质量分数和保护酶活性的变化情况,旨在揭示地表臭氧体积分数升高条件下2种植物生理代谢活动变化机理及响应规律。结果表明：随臭氧体积分数的增加,2种植物丙二醛含量和膜透性均逐渐上升,且与臭氧体积分数呈显著正相关关系,说明两种植物膜脂过氧化程度加剧;低体积分数O3处理时两种植物可溶性蛋白质量分数均逐渐下降,高φ（O3）处理后小幅回升;黄花夹竹桃可溶性糖质量分数逐渐下降,芒果先上升后下降;2种植物的POD活性均显著上升,但上升幅度有较大差异;2种植物的CAT活性均呈先升高再降低的趋势。研究表明,不同体积分数的臭氧暴露下,黄花夹竹桃和芒果均受到不同程度的伤害,芒果对臭氧表现出较强的抗性,黄花夹竹桃对臭氧较敏感。     

超高效液相色谱串联质谱法检测鱼体中的全氟化合物

采用超高效液相色谱-串联质谱联用法(UPLC-ESI-MS/MS),建立了检测1种贝类和2种鱼类的肌肉组织中11种全氟化合物(PFCs)的分析方法.采用碱液消解做为样品前处理法,选Carbon/NH2双层SPE小柱做为净化小柱,并以ACQUITY UPLC BEH C18为分析柱,甲醇和2 mmol.L-15%甲醇乙酸铵溶液为梯度淋洗液.所选定的11种全氟化合物在6 min内就可以达到良好分离,外标法定量.平均回收率在72.1%—93.6%之间,相对标准偏差在0.6%—9.5%之间,实际检出限在3.4—26.7 pg.g-1.     

应用水滑石实时合成分离模拟核素钕

应用水滑石实时合成的方法从高放废液中分离模拟放射性核素钕,通过酸碱滴定、单因素试验及X-射线衍射(XRD)研究确定了最佳分离条件,用红外光谱(FT-IR)、扫描电镜(SEM)、透射电镜(TEM)等对合成的含钕水滑石的结构、形貌进行了分析. 结果表明:模拟放射性核素钕的最佳分离条件,初始ρ(Nd3+)为150 mg/L,pH为10,n(Mg)/［n(Al)+n(Nd)］为3,在该条件下5次平行试验钕的去除率平均值为96.40%,并且钕嵌入到了水滑石的晶格中,合成的含钕水滑石形貌大多为层状六边形;含钕水滑石煅烧产物主要为尖晶石,煅烧产物中未见氧化钕相,表明嵌入到水滑石晶格中的钕在煅烧后仍存在于尖晶石的晶体结构中.      

光催化膜反应器的设计及其在水处理中的应用

作为一种新型的水处理装置,光催化膜反应器具有反应迅速、降解效率高、降解彻底、无二次污染等特点,在节水减排、微污染水处理、中水回用等方面具有重要的应用价值。总结目前国内外各种不同类型的光催化膜反应器的设计、特点及在水处理中的应用情况,并对其今后的发展提出建议。     

混凝-膜过滤中滤饼层对双酚A的去除强化作用研究

以聚合氯化铝(PAC)和氯化铁(FeCl3)为混凝剂,分析了双酚A(BPA)在1g/L高岭土溶液混凝过程中的特征.并借助循环错流过滤强化污染层累积的方法,评价产生滤饼层的微滤(MF)膜对BPA的截留效果.结果表明:清洁的微滤膜过滤BPA溶液在短时间内达到截留吸附饱和,之后其对BPA的吸附截留作用显著降低;混凝絮体混合液经膜过滤时产生的污染层有利于BPA的去除,且单独混凝对BPA去除率最高的混凝剂投加量下进行膜过滤时的阻力较小.PAC混凝—膜过滤后BPA去除率比单独混凝提高了34.30%;FeCl3混凝—膜过滤后BPA去除率比单独混凝提高了28.38%.初始BPA浓度对混凝-膜过滤去除率有一定影响,BPA浓度为100μg/L时,比BPA浓度为5mg/L时采用2种混凝-微滤膜过滤方式去除率均有提高.     

Validation of liquid nitrogen vaporisation rate by small scale experiments and analysis of the conductive heat flux from the concrete

The vaporisation of a liquid nitrogen pool spilled on concrete ground was investigated in small scale field experiments. The pool vaporisation rate and the heat transfer from the concrete ground were measured using a balance and a set of embedded heat flux sensors and thermocouples. The ability to predict the concrete's thermal properties based on these measurements was investigated. This work showed that a simple, one-dimensional theoretical model, assuming heat conduction through a semi-infinite ground with ideal contact between the cryogenic liquid and the ground, commonly used to describe the heat transfer from a ground to the LNG, can be used to match the observed vaporisation rate. Though estimated parameters, thermal conductivity and thermal diffusivity, do not necessary represent real values. Although the observed vaporization rate follows a linear trend, and thus can be well represented by the model, the overall model prediction seems to be overestimated. The temperature profile inside the concrete is slightly over-predicted at the beginning and under-predicted at later stage of the spill. This might be an effect of the dependence of the concrete's thermal properties on the temperature or may indicate an incorrect modelling and a varying temperature of the ground surface.     

Effect of iron addition on the performance of anoxic-oxic membrane process and biological phosphorus removal北大核心CSCD

In order to solve the problem of poor treatment of phosphorus in membrane bioreactor (MBR) with long sludge retention time (SRT), a ferric salt was added to enhance phosphorus removal; FeCl36H2O (Fe/P = 2.0) was added to the reactor. The removal efficiency of nitrogen, organic matters, and phosphorus in the MBR was investigated systematically. Moreover, this study focused on the membrane performance, the change of active sludge flora, and the effect of adding a ferric salt on membrane fouling before and after the addition. It was seen that adding the ferric salt could not affect the removal of COD and NH4 +-N and the removal rate of COD and NH4 +-N reached over 90%. However, the average removal rate of phosphorus was 52%, while the removal rate increased by nearly 40% after adding the ferric salt. The effects of adding ferric salts on the dominant bacteria and biological phosphorus removal of activated sludge were further studied. The results showed that the addition of ferric salt (Fe/P = 2.0) decreased the diversity of active sludge flora and relative abundance of some phosphorusaccumulating organisms and had a negative effect on biological phosphorus removal. The analysis of transmembrane pressure difference (TMP) recording revealed that the concentration of iron salts did not exacerbate membrane fouling. The results showed that the concentration of iron salts entering the membrane bioreactor would reduce the relative abundance and phosphorus removal efficiency of the activated sludge in the system to a certain extent, but it had no obvious effect on membrane fouling. It allowed the effluent to attain acceptable standards, especially with respect to phosphorus removal efficiency. © 2018 Science Press. All rights reserved.     

Energy reduction of a submerged membrane bioreactor using a polytetrafluoroethylene (PTFE) hollow-fiber membrane

The fiber length and packing density of the PTFE membrane element were increased. The MBR was stably operated under an SAD^m of 0.13 m³·m^-2·hr^-1. Specific energy consumption was estimated to be less than 0.4 kWh·m^-3. In this study, we modified a polytetrafluoroethylene (PTFE) hollow-fiber membrane element used for submerged membrane bioreactors (MBRs) to reduce the energy consumption during MBR processes. The high mechanical strength of the PTFE membrane made it possible to increase the effective length of the membrane fiber from 2 to 3 m. In addition, the packing density was increased by 20% by optimizing the membrane element configuration. These modifications improve the efficiency of membrane cleaning associated with aeration. The target of specific energy consumption was less than 0.4 kWh·m^-3 in this study. The continuous operation of a pilot MBR treating real municipal wastewater revealed that the MBR utilizing the modified membrane element can be stably operated under a specific air demand per membrane surface area (SAD_m) of 0.13 m³·m^-2·hr^-1 when the daily-averaged membrane fluxes for the constant flow rate and flow rate fluctuating modes of operation were set to 0.6 and 0.5 m³·m^-2·d^-1, respectively. The specific energy consumption under these operating conditions was estimated to be less than 0.37 kWh·m^-3. These results strongly suggest that operating an MBR equipped with the modified membrane element with a specific energy consumption of less than 0.4 kWh·m^-3 is highly possible.