可渗透反应墙技术中反应介质的研究进展

以PRBs技术中最为关键的填充反应介质为研究对象，介绍了常用的五种反应介质（零价铁、活性炭、无机矿物、黏土、和以固体废弃物为前体材料的反应介质）的研究现状，阐述了影响反应介质选择的主要因素，同时介绍了PRBs技术在实际工程应用中的典型案例，并对PRBs技术的现存问题和未来发展进行了总结和展望，以期为研发长期高效和环境友好型的PRBs反应介质提供有益的支持.     

Concrete block production from construction and demolition waste in Tanzania

In Tanzania, construction and demolition (C&D) waste is not recycled and knowledge on how it can be recycled especially into valuable products like building materials are still limited. This study aimed at investigating the possibility of recycling the C&D waste (mainly cementitious rubble) into building material in Tanzania. The building materials produced from C&D waste was concrete blocks. The concrete blocks were required to have a load bearing capacity that meets the building material standards and specifications. Eight C&D waste samples were collected from C&D building sites, transported to the recycling site, crushed, and screened (sieved) to get the required recycled aggregates. Natural aggregates were also used as control. The recycled aggregates were tested in the laboratory following the standard methods as specified in Tanzanian standards. The physical, mechanical and chemical characteristics were determined. The physical and mechanical results showed that recycled aggregates were weaker than natural aggregates. However, chemically they were close to natural aggregates and therefore suitable for use in new concrete block production. In the production process, each experiment utilized 100% recycled aggregates for both fine and coarse portions to replace natural aggregates. The Fuller's maximum density theory was used to determine the mix proportions of materials in which a method that specifies concrete mix by system of proportion or ratio was used. The concrete blocks production processes included batching, mixing (that was done manually to get homogeneous material), compacting and moulding by hand machine and curing in water. After 28 days of curing, the concrete blocks were tested in the laboratory on compressive strength, water absorption ratio and density. The results showed that the blocks produced with 100% recycled aggregates were weaker than those with natural aggregates. However, the results also showed that there is a possibility of recycling the C&D waste into building material because 85% of the tested concrete block specimens from recycled aggregates achieved a compressive strength of 7 N/mm², which is defined as the minimum required load bearing capacity in Tanzania. Therefore, the C&D waste could be a potential resource for building material production for sustainable construction in Tanzania rather than discarding it. Further work should focus on the economic feasibility of production of concrete blocks with recycled aggregates in Tanzania.     

北京9个树种叶片滞尘量及叶面微形态解释

不同树种叶片对PM(颗粒物)的滞留能力存在较大差别,并与其表面特性密切相关. 在北京市选择空气相对清洁的植物园和污染严重的国贸桥2个地点,测定了9个常见绿化树种——白蜡、大叶黄杨、垂柳、国槐、毛白杨、玉兰、紫叶李、元宝枫和银杏的单位叶面积滞尘量及其粒径组成,并观测了各树种叶面微形态结构. 结果表明,国贸桥和北京植物园9个树种PM、PM>10、PM_2.5~10和PM_2.5平均滞留量之比分别为1.64、1.60、1.89和2.50,该比值随PM粒径减小呈增大的趋势. 环境污染会改变树木叶片表面结构与性质,从而改变其滞尘能力. 叶面沟槽深且间距大、润湿性好、气孔密度(>189 N/mm2)(以单位面积气孔数计)较大有利于滞尘;气孔密度(>217 N/mm2)更大的叶片有利于滞留PM_2.5~10. 此外,叶面绒毛数量直接影响PM_2.5滞留量,在不同污染程度下均表现为有绒毛树叶的PM_2.5滞留能力更强.      

Cultivation of aerobic granular sludge in a conventional,continuous flow,completely mixed activated sludge system

Aerobic granules were formed in a conventional, continuous flow, completely mixed activated sludge system (CMAS). The reactor was inoculated with seed sludge containing few filaments and fed with synthetic municipal wastewater. The settling time of the sludge and the average dissolved oxygen (DO) of the reactor were 2 h and 4.2 mg·L^-1, respectively. The reactor was agitated by a stirrer, with a speed of 250 r·min^-1, to ensure good mixing．The granular sludge had good settleability, and the sludge volume index (SVI) was between 50 and 90 mL·g^-1. The laser particle analyzer showed the diameter of the granules to be between 0.18 and 1.25 mm. A scanning electron microscope (SEM) investigation revealed the predominance of sphere-like and rod-like bacteria, and only few filaments grew in the granules. The microbial community structure of the granules was also analyzed by polymerase chain reaction-denaturing gradient gel electrophoresis (PCR-DGGE). Sequencing analysis indicated the dominant species were α, β, and γ-Proteobacteria, Bacteroidetes, and Firmicutes. The data from the study suggested that aerobic granules could form, if provided with sufficient number of filaments and high shear force. It was also observed that a high height-to-diameter ratio of the reactor and short settling time were not essential for the formation of aerobic granular sludge.     

利用浓缩污泥对污水中污染物的连续回收试验

为了回收污水中的有机物、氮和磷以便资源化,在工艺流程为好氧活化-好氧吸附-厌氧释放连续流处理系统中,研究了浓缩污泥对模拟生活污水中污染物的吸附及污泥中污染物的厌氧释放,确定了活化浓缩污泥所需时间,揭示了吸附段HRT对污泥吸附效果的影响及厌氧释放段pH对污泥中污染物释出的影响. 结果表明,污水厂浓缩污泥好氧活化120 min以上即可提高其对污染物的吸附/吸收能力. 控制吸附段HRT为25～50 min和污泥负荷〔N_s,为投配COD_Cr量(kg)/污泥量(kg·d)〕为3～5 kg/(kg·d),系统运行良好. 活化污泥对COD_Cr,NH₄+-N和PO₄3--P的最大去除率分别为86.78%,64.78%和75.5%. 在连续厌氧释放段,pH对各污染物释放的影响不尽相同,在pH为11.0,SRT为3 d的条件下,COD_Cr,NH₄+-N和PO₄3--P分别被浓缩了3.6,1.3和8.4倍.      

城市大气环境下绿化植物叶片比叶重和光合色素含量

研究了大叶女贞(Ligustrum lucidum Ait.)和小叶女贞(Ligustrum quihoui Carr.)在不同大气环境条件下叶片中Pb、Cd、叶绿素a (Chl a)、叶绿素b(Chl b)、类胡萝卜素(Car)的含量及比叶重(LMA),分析了因素之间的相互关系.不同环境条件下叶片中Pb、Cd、Chl a、Chl b、Chl (a+b)、Car的含量及LMA具有显著差异.随污染程度的加剧,叶片中Pb、Cd的含量、LMA和Chl a/Chl b升高,而Chl a、Chl b和Chl (a+b)含量则呈现相反的变化趋势.大叶女贞叶片中Car含量变化不明显,而小叶女贞叶片中Car含量在污染严重的采样点明显较其他采样点高.2种植物叶片中Pb、Cd的含量对叶片LMA和光合色素含量均具有明显影响,Chl a、Chl b及Chl (a+b)含量与叶片中Pb、Cd的含量呈显著负相关(P<0.05).叶片中Cd含量的增大导致Car含量增大,而Pb的作用与物种有关.叶片中Pb含量的增大导致2物种LMA增大,而Cd含量导致大叶女贞LMA增大而小叶女贞LMA变化不明显.污染胁迫下植物叶片会增大LMA、Chl a/Chl b,减小Chl a、Chl b和Chl (a+b)含量,据此可对大气污染进行生物监测.     

高浓度悬浊液絮体分形结构的发展变化研究

以黄河泥沙为代表的高浓度悬浊液架桥絮凝实验研究表明,絮体结构具有分形特性.絮体的分形构造在从疏松多孔、开放的分枝状DLCA构造逐步演变到密实的最佳RLCA构造后,又开始呈现疏松脆弱结构的特征.絮体的最佳分形结构只能保持一段时间.絮体分形结构的发展变化规律可用参数"分维"来表征.利用"分维"作为定量控制工具以获取沉降性能与脱水性能良好的理想絮体构造.絮体分形结构还受含沙量、搅拌强度、搅拌时间等因素的影响.      

Biodegradation of trace pharmaceutical substances in wastewater by a membrane bioreactor

The biodegradation of selected pharmaceutical micropollutants, including two pharmaceuticals with argued biodegradation, was studied by a lab-scale membrane bioreactor. The reaction kinetics and affecting factors were also investigated in this paper. Clofibric acid (CA) with contradictive biodegradation reported was degraded almost completely at different hydraulic retention times (HRTs) after adaptation to microorganisms. The biodegradation of CA was disturbed at low pH operation, while the activity of microorganisms recovered again after pH adjustment to neutral condition. Ibuprofen (IBP) degraded under neutral and acidic conditions. Removals of IBP and CA were zero-order and first-order reactions under high and low initial concentrations, respectively. Carbamazepine and diclofenac were not degraded regardless of HRTs and pH.     

扬水曝气器类型对分层水库藻类控制效果的影响

为优选扬水曝气器的类型以更经济有效地原位控藻,建立了基于Fluent软件的水库水动力与水质数值模拟方法,在不同温度梯度和水深条件下,预测了淹没式和非淹没式扬水曝气器对分层水库中藻类控制的效果. 以金盆水库扬水曝气水质改善工程为案例,对扬水曝气器外围流场和藻类混合迁移过程进行数值模拟. 结果显示,垂向流速和藻密度的模拟结果与实测数据吻合较好. 在典型的扬水曝气器运行条件下,水深分别为77.25、87.25和97.25 m时,淹没式和非淹没式扬水曝气器的外围流场均以顺时针环流为特征;淹没式扬水曝气器的环流发展较远,表层藻密度分别被削减了86.8%、88.2%、90.6%;扬水曝气器类型对藻密度削减率的影响不大. 采用淹没式扬水曝气器时,77.25、87.25和97.25 m水深下核心控藻区占整个流场区域的比例分别为39.71%、41.14%和42.73%,分别比非淹没式的高14.81%、8.95%和2.69%;藻类完全混合的时间分别为10、12和14 d,分别比非淹没式的少8、7和6 d. 不同季节和水深条件下的模拟结果表明,采用淹没式扬水曝气器,核心控藻区域较大,藻类混合较快.      

改性污泥用作填埋场中间覆盖层的适用性探讨

为研究改性污泥作填埋场中间覆盖材料的长期性能,通过无侧限压缩试验和渗透试验,研究温度和渗滤液对污泥强度和渗透性能的影响。结果表明,温度升高,污泥的无侧限抗压强度下降,渗透系数增大;在自来水中浸泡一个月后,二者的渗透系数分别减小了14.3%和53.4%,污泥的无侧限抗压强度下降了14.3%,而在渗滤液中浸泡一个月后,污泥的无侧限抗压强度反而提高了91.1%。该改性污泥的强度和渗透性均满足作填埋场中间覆盖层的要求。