产碱杆菌DN25去除金矿废水中的氰

采用产碱杆菌（Alcaligenes sp.）DN25去除金矿选矿废水和矿渣浸出液中的氰。考察了菌株DN25的除氰效果,研究了DN25生长和降解活性的影响因素。实验结果表明：利用DN25处理选矿废水,当反应时间为23 h时,总氰质量浓度分别从162.6,32.4,21.0,22.3 mg/L降至0,0.07,0,1.24 mg/L;利用DN25处理矿渣浸出液,当反应时间为25 h时,总氰质量浓度分别从 4.4,8.8 mg/L降至0.37,0.38 mg/L;处理后两种废水的总氰质量浓度均满足GB 8978—1996《污水综合排放标准》的要求;DN25可在初始总氰质量浓度为10~30 mg/L且仅含碳源的条件下生长但存在24 h停滞期,而在初始总氰质量浓度为5~20 mg/L且含碳、氮源的条件下没有生长停滞期。     

Application of system dynamics modeling for evaluation of different recycling scenarios in Singapore

The influence of socioeconomic factors, such as population and rapid economic growth, and the change of consumption and living patterns make waste management in Singapore, a complex issue. Due to limited land and resources, the solid waste management scheme requires a comprehensive approach. Therefore, system dynamics (SD) modeling was applied to assess alternative strategies for solid waste management by interconnecting landfill capacity and recycling efficiency with reference to the projection on waste generation. Nine different scenarios were investigated to identify the best approach to maintain environmental sustainability without inhibiting the economic growth. Four subsystems (i.e., population, economy, waste recycling, and waste disposal) have been incorporated into the SD model to broaden the effectiveness of the waste management system. Research findings revealed that a high economic pattern and a high recycling rate are recommended to satisfy the requirements for economic growth and environmental sustainability while extending landfill capacity for waste disposal. Even though the balance of expenditure could be increased by the high recycling rate, it meets the need for long-term incineration and landfill planning.     

三峡库区高边坡紫色土抗剪强度的水敏性特征∗

为了研究高边坡紫色土的抗剪强度及变形随含水率的变化规律,在不同围压下对不同含水率的非饱和重塑紫色土进行了固结不排水三轴试验。结果表明：在不同的含水率及围压条件下,土体应力-应变关系曲线均呈现出“持续硬化”甚至“加速硬化”现象。其应力-应变关系曲线经历了3个阶段：轴向应变0%~2.3%为弹性阶段,2.3%~4%为应变硬化阶段,4%后逐渐变为屈服阶段。在同一围压下,土体主应力差峰值随含水率的增加而降低,其峰值下降幅度最大可达67.37%。不同含水率下的最大主应力差与围压均表现出较好的线性关系。在给定含水率下,主应力差峰值随围压的增加而明显增大,其峰值增大幅度最大可达150.98%,但随着含水率的升高,这种增大趋势逐渐减小,且围压对紫色土抗剪强度影响约为含水率对其影响的66.63%。随着含水率的增加,土壤的内聚力先增加后减小,峰值处的含水率为12%;而土壤的内摩擦角随含水率的增加呈现一阶线性减小,且下降程度最大可达56.88%。土体任意平面(破坏面)上σ-τ曲线的斜率随着含水率的增加而逐渐减小,而破坏包面逐渐变缓。分析并讨论了含水率对紫色土内部结构、颗粒间作用力及特性的影响,以期为三峡库区高边坡紫色土的综合治理提供理论支持和技术支撑。     

撞击流反应器萃取电镀废水中Cr6+的实验研究

以磷酸三丁酯（TBP）为萃取剂,用撞击流反应器对模拟含铬电镀废水中的Cr^6＋进行了萃取脱除实验研究。与相同条件下的传统单级化学萃取相比,撞击流反应器利用两喷嘴的射流作用在两流体相对撞击时获得高效传质区域,能有效强化液液萃取的相际传质过程,其单级萃取率最多可提高20．11％。当萃取剂中TBP的体积分数为10％、相比（有机相与水相的体积比）为1：2、萃取时间为1min、H^＋的浓度为1．0mol／L时,通过实验得出适宜的操作条件为：喷嘴间距离为喷嘴直径的3．4倍,搅拌转速600r／min,萃取温度30—40℃,在此条件下Cr^6＋的萃取率为31．5％。     

超声波处理剩余活性污泥促进厌氧消化

用超声波处理剩余活性污泥(简称污泥),考察了污泥絮体结构、污泥中溶解性化学需氧量(SCOD)的变化规律及超声波处理对污泥厌氧消化的影响。实验结果表明,声强大于1 040W/m2时,用超声波处理污泥30m in以上,污泥絮体被打碎,污泥絮体结构遭到严重破坏,污泥中SCOD迅速增加,加速了污泥中有机质的水解反应;声强为2 000W/m2时,用超声波处理污泥60m in,中温((37±1)℃)厌氧消化10d,COD去除率为41%;厌氧消化25d的总产气量比未经超声波处理的污泥总产气量提高了53%;将发酵罐容积放大10倍,经超声波处理的污泥25d累积的总产气量比未经超声波处理的污泥总产气量提高了约25%。     

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.