Local and regional air pollution in Ireland during an intensive aerosol measurement campaign

An intensive two month measurement campaign has been performed during a two year study of major component composition of urban PM10 and PM2.5 in Ireland (J. Yin, A. G. Allen, R. M. Harrison, S. G. Jennings, E. Wright, M. Fitzpatrick, T. Healy, E. Barry, D. Ceburnis and D. McCusker, Atmos. Res., 2005, 78(3-4), 149-165). Measurements included size-segregated mass, soluble ions, elemental carbon (EC) distributions, fine and coarse fraction organic carbon (OC) and major gases along with standard meteorological measurements. The study revealed that urban emissions in Ireland had mainly a local character and therefore were confined within a limited area of 20-30 km radius, without significantly affecting regional air quality. Gaseous measurements have shown that urban emissions in Ireland had clear, but fairly limited influence on the regional air quality due to favorable mixing conditions at higher wind speeds, in particular from the western sector. Size-segregated mass and chemical measurements revealed a clear demarcation size between accumulation and coarse modes at about 0.8 microm which was constant at all sites. Carbonaceous compounds at the urban site accounted for up to 90% of the particle mass in a size range of 0.066-0.61 microm. Nss SO4(2-) concentrations in PM2.5 were only slightly higher at the urban site compared to the rural or coastal sites, while NO3- and NH4+ concentrations were similar at the urban and coastal sites, but were a factor of 2 to 3 higher than at the rural site. OC was highly variable between the sites and revealed clear seasonal differences. Natural or biogenic OC component accounted for <10% in winter and up to 30% in summer of the PM2.5 OC at urban sites. A contribution of biogenic OC component to PM2.5 OC mass at rural site was dominant.     

应用水解+A/O工艺治理化工废水的工程实践

兰州石化公司应用水解(酸化)+AO工艺组合治理化工废水。化工废水经水解(酸化)处理后,BOD5CODCr比值从<0.2提高到0.37,提高了化工废水的可生化性。该工艺利用兼氧和好氧微生物对高浓度化工废水处理后,CODCr的去除率达85%以上,NH3N的去除率达95%以上。     

射阳河底泥重金属沿程变化分析及污染评价

分析了射阳河流域沿程20个底泥样品中6种重金属(Cr、Pb、Ni、Zn、Cu、As)的含量,并应用地累积指数法对其进行了污染评价。研究结果表明:除As在近一半的采样点没有污染,其他重金属污染均普遍存在,但多数属于轻度污染。Zn污染最为严重,几乎全程都是偏中等或中等以上的污染。纵观射阳河全程样品FN04,SY07污染最为严重,前者与其支流西塘河的污染有关,后者可能与河闸上侧的死水状态有关;黄沙河污染最轻,与河流沉积物粒径比较粗而导致的对重金属吸附能力减弱有关。     

城市污水处理厂除臭技术

介绍了城市污水处理厂臭气来源、成分及产量.针对目前国内外除臭技术的研究和发展情况,分析了污水处理厂的各种物理、化学和生物除臭方法的技术原理、优缺点和应用现状.结合日本城市污水处理厂的运行实际,重点介绍了一种不产生臭气的新技术--腐殖活性污泥法的工艺流程、特点及其应用现状.     

济南大气臭氧浓度变化规律

利用近2a济南市区近地面大气O₃浓度的观测数据,分析了O₃浓度的分布特征及时间变化规律.结果表明,济南市区O₃浓度以1a为周期呈明显的波动变化特征,城市光化学污染较重;1d当中O₃浓度呈明显的单峰型变化,一般在午后达到最高值,而日出时分出现最低值;春季和夏季O₃浓度高于秋季和冬季,而夏季和秋季O₃浓度的日内变化幅度明显高于春季和冬季;受人们活动规律的影响,周末O₃浓度的日内变化规律与平日有所不同.     

石油降解菌XD-1产表面活性剂的性能

从含油废水中筛选分离到1株原油降解菌XD-1,鉴定为假单胞菌(Pseuomonas sp.).初步实验表明菌XD-1具有较强的产表面活性剂乳化原油的作用,对该菌的产表面活性剂性能进行了研究.实验证明,菌XD-1所产表面活性剂为脂肽类物质,菌在生长对数期产表面活性剂,表面活性剂的产生为生长相关型;充足的碳源是产表面活性剂的必需条件,菌利用原油为碳源时能持续大量地产表面活性剂;原油和尿素为产表面活性剂的最适碳源和氮源,菌XD-1产表面活性剂的最佳营养培养基组成为葡萄糖10 g,尿素4 g,磷酸二氢钾1 g,微量元素液4 mL,水1 L,pH 8.0.     

PVC的热解脱氯动力学分析

采用动态热重法对PVC热解脱氯反应动力学进行了研究,对不同升温速率下TG曲线采用下同方法分析,计算出反应速率常数、反应级数、活化能等脱氯反应动力学参数,并推断出反应机制,分析结果表明,PVC热解存在两个阶段,氯原子主要在250℃-300℃之间以HCl的形式释放,且反应为一级反应。     

Degradation of rhodamine B by Fe(0)-based Fenton process with H2O2

Degradation of rhodamine B by Fe(0)-based Fenton process with H₂O₂ was investigated. The effects of H₂O₂ dose, Fe(0) dose, initial concentration of rhodamine B and initial pH value on the degradation of rhodamine B were examined. The results showed that the degradation and mineralization of rhodamine B occurred with low dose of H₂O₂ and Fe(0). The intermediates of rhodamine B were analyzed with UV-Vis spectrophotometry and ion chromatography and the mechanism of oxidative degradation of rhodamine B was also discussed. The reactive oxygen species (·OH) produced in Fe(0)-based Fenton process with H₂O₂ is the key to the degradation of rhodamine B by ways of N-de-ethylation, chromophore cleavage, ring-opening and mineralization.     

膜基材对动态膜生物反应器性能的影响研究

选用5种滤布作为动态膜生物反应器(DMBR)的膜基材在相同操作条件下进行对比实验,考察反应器运行周期、反冲洗前后过滤压力、膜通量的恢复情况,分析DMBR进出水水质.结果表明,应用DMBR处理模拟生活污水,其中孔径为24μm的涤纶短纤滤布组成的DMBR对COD、氨氮和总氮的去除率分别为90%、80%和48%以上;运行周期...     

蓝藻治理方法概述

近年来,随着社会工业化进程的加快,人类在生产以及日常生活中,向水体中排入大量含氮、磷的污染物,加速了湖泊、水库的富营养化进程,水华频频暴发,严重破坏了水体的生态平衡,危害人类和其他生物的安全。蓝藻水华的形成机制,对于科学预测湖泊中蓝藻水华的产生及采取相应措施减少其带来的影响,具有重要的生态和环境意义。