重金属Cr(Ⅵ)、Pb及Cu胁迫对双齿围沙蚕体腔细胞的DNA损伤

为探讨重金属Cr(Ⅵ)、Pb以及Cu对沙蚕体腔细胞DNA的毒性效应,以双齿围沙蚕为受试动物,重金属按不同剂量水平,Cr(Ⅵ):10、100和200 mg· L-1,Pb:5、50和100 mg·L-1,Cu:1、10和20 mg· L-1,分别胁迫沙蚕24 h,以不加任何重金属离子的海水为对照,采用单细胞凝胶电泳技术,检测其体腔细胞DNA损伤程度.结果表明,与空白对照组相比,3种重金属离子的各浓度组都能引起沙蚕体腔细胞DNA损伤,且3种重金属胁迫浓度与细胞DNA损伤程度之间存在显著的剂量-效应关系.双齿围沙蚕可以作为单细胞凝胶电泳的实验材料用于重金属所致环境污染的生物监测指示生物.     

南京北郊秋冬季相对湿度及气溶胶理化特性对大气能见度的影响

为了解南京北郊秋冬季相对湿度与气溶胶理化特性对大气能见度的影响,利用2012年秋冬季气象要素资料、颗粒物浓度及其主要成分和气溶胶粒子谱分布等观测数据,分析了南京北郊大气能见度与气象要素、颗粒物污染之间的关系.结果表明,南京北郊秋冬季节平均大气能见度仅为4.76 km.颗粒物浓度与能见度存在一定的负相关关系,尤其细粒子对能见度的影响更为显著.随细粒子质量浓度和相对湿度(RH)的增大,低能见度出现的频率呈现上升趋势.能见度从5~10 km衰减到5km时,PM10和PM2.1质量浓度分别增加了7.56%和37.64%;其中SO2-4和NO-3质量浓度均有显著增加.气溶胶粒子数浓度对能见度的影响与相对湿度有关,粒径0.5~2μm的气溶胶数浓度随RH增加增长缓慢,而2~10μm范围内的粒子数浓度随RH增加而减小;结合气溶胶表面积浓度与能见度进行相关性分析,表明0.5~2μm的细粒子及相对湿度是导致南京北郊秋冬季大气能见度下降的主要因素.     

Prediction of Leachate Level in Kimpo Metropolitan Landfill Site by Total Water Balance

Kimpo metropolitan landfill has received various kinds of wastessince January 1992. The leachate level was measured to be 10.3 m in May 1995 and the level increased to 12.2 m in August 1996. Therefore, to prove the reason for the increasing leachate level, we calibrated hydraulic conductivity of each waste andintermediate layer using the HELP (Hydrologic Evaluation ofLandfill Performance) model. The leachate generation data measured from February 1993 to October 1995 was used in the model calibration. As a result of a model calibration, we obtained anaverage infiltration ratio and used this in analysis of the total water balance to predict elevation of leachate level. Main causes of the elevation of the leachate level were the high water content of the waste and the degradation of the leachate-drainage system caused by the subsidence of a naturalbarrier layer.     

内流激发垂直悬臂管振动失稳特性实验研究

目的 研究管道内部流速和浸没深度对细长柔性悬臂管道振动特性的影响规律。方法 通过位移传感器采集管道振动位移时程,计算管道振幅、时频特性、相位变迁和振动频率,分析内流在输流过程中所激发的管道振动失稳特性。结果 随着内流流速的增加,垂直悬臂管会经历静态、前失稳和后失稳3个不同状态。管道振幅随内流流速的增加而明显增大,但振动频率只是缓慢上升。随着管道浸没深度的增加,管道振动失稳整体减弱。结论 内流流速和浸没深度均是影响管道振动失稳特性的关键因素。     

污染土壤中重金属的超声波强化EDTA洗脱及形态变化

以EDTA为洗脱剂,对重金属污染土壤进行超声波强化洗脱正交实验,并用Tessier连续提取法研究了洗脱前后Cd、Cu、Pb、Zn的形态变化.结果表明,在EDTA浓度20 mmol·L-1、固液比1∶20、超声波作用时间16 min、超声波功率54%、洗脱次数4次的条件下,对4种重金属洗脱率最大,分别为:Cd 83.6%、Cu 58.8%、Pb 98.0%、Zn 43.0%.在实验所设浓度范围内,随着EDTA浓度的升高,重金属洗脱率均有降低.形态分析结果显示,超声波强化EDTA洗脱能显著降低土壤重金属的残渣态含量.除土壤中Zn残渣态去除率只有5.7%以外,超声波强化EDTA洗脱对土壤中Cd、Cu、Pb的残渣态去除率都很高,分别为81.6%、62.3%、93.8%.     

基于臭氧溶胞的活性污泥减量化技术

目前常见的活性污泥减量技术主要包括解偶联技术、微生物的捕食作用以及隐性生长三种方法。基于臭氧氧化溶胞作用从而强化细菌隐性生长的污泥减量技术具有较好的处理效果及良好的应用前景。着重探讨了臭氧溶胞作用的机理及溶胞过程的影响因素。考虑到污泥减量技术在实际污水处理系统中的应用,探讨了臭氧溶胞对污水生物处理系统的影响。     

Major hazards—Thinking the unthinkable

It is a common experience that public administrations tend to shy away from the explicit acknowledgment of quantitative risk levels. Faced with extreme concentrations of population and of industrial activities, including LPG and liquid chlorine storage, within a very small land area, Hong Kong has faced up to the issue of major man-made hazards by “thinking the unthinkable” and adopting explicit risk guidelines. This article describes how these guidelines were developed and the arguments that led to their adoption. It is emphasized that the risk guidelines are not rigid standards but simply a method of focusing decision making and ensuring that any decision to contravene the guidelines is taken at an appropriately senior level in the administration. The way in which the guidelines have been incorporated intimately into the planning and decision-making process is described and details are given on how this has led to the implementation of a variety of measures that have greatly reduced both societal and individual risk from certain types of chemical storage and chemical processing installations in Hong Kong. The opinions in this paper represent the views of the authors and not necessarily those of the Hong Kong Government.     

随机介质理论下隧道围岩渐进破坏过程数值实验研究

将强度折减法引入到隧道围岩安全评价中,结合"浅埋暗挖快速施工双线小间距隧道、盾构下穿立交结构隧道和结构面含有节理、不规则裂隙的山体公路隧道"等工程实例,借助材料真实破坏分析软件RFPA-2D,建立每个强度折减系数下的有限元模型。模型采用了黏弹性人工边界来消除边界条件对计算精度的影响,并借助随机介质理论实现了围岩细观结构单元的非均值性和随机分布的缺陷,揭示了不同工况下隧道围岩的动态渐进破坏过程、基元相变损伤演变机理和岩体结构面破坏特征,认为隧道围岩的宏观破坏是由岩体非线性材料细观单元的非均值性造成的,计算结果借助不同折减步中裂纹发展趋势和单元破坏的数量判断隧道围岩是否失稳破坏,并计算出具有安全储备意义上的安全系数。同时,结合ABAQUS和RFPA-2D两种不同有限元模型,对比分析了随机介质理论和连续介质理论结合强度折减法在隧道围岩稳定性评价中的差异。