非水相硝基苯在含水层中的迁移释放规律

通过室内模拟实验,探讨了在非水相硝基苯污染含水层的条件下,其在含水层中的迁移及释放规律。迁移规律表明,非水相硝基苯并非在含水层中直接进行垂向迁移,而是一方面在自身重力作用下向含水层下部迁移,另一方面在地下水流的作用下随地下水同向运移,整体表现为随地下水流的侧向运移,并最终迁移至含水层底部。释放规律表明,非水相硝基苯在含水层迁移的过程中会向地下水大量释放,释放出的硝基苯在水流的作用下随地下水同向运移,污染源及迁移至含水层底部的非水相硝基苯均存在再次释放。     

南京市近20年酸雨发生趋势分析

根据南京1992-2011年的酸雨观测资料,研究了南京市近20年的酸雨变化分布特征。结果表明:2001年以前,南京市酸雨发生频率逐年降低,2001年后呈逐年上升趋势,2005年以后年降水pH值均小于5.6,酸雨污染趋势上升;根据2002-2011年南京市6站环境监测数据分析,年平均PM10浓度逐年下降,SO2、NO2浓度先升后降多优于国家二级标准。综合酸雨和环境监测数据得出,南京市近年酸雨污染趋于严重的主要原因是可吸入颗粒物减少和外来污染源的输送影响。     

HDTMA改性粉煤灰沸石对水中铬酸盐的吸附

以自制HDTMA-粉煤灰沸石为吸附剂,对铬酸盐的吸附进行了实验研究。讨论了吸附剂的投入量、废水pH值、吸附温度和吸附时间等各因素对Cr（VI）去除率的影响。研究表明：pH值对Cr（VI）的吸附效率无显著影响,且在HDTMA-粉煤灰沸石的投加量为20 g/L、吸附温度为30℃、吸附时间为60 min的条件下,Cr（VI）的去除率可达90%左右。     

基于加速度限控制策略的振动试验过载停机实验研究

西门子Simcenter Testlab振动控制采集分析系统在航天振动试验领域应用十分广泛,但是在实际工程应用中常常由于对软件工作机制理解不到位,参数设置不合理造成试验异常中断,这不仅给产品带来了巨大的安全隐患,而且也增加了试验时间和成本,严重影响研制进度。因此,本文针对某航天产品正弦振动试验的过载停机故障,从软件加速度限控制功能的角度分析了潜在原因,并且开展了实验验证。首先描述了振动试验过程和过载停机现象,排除了硬件原因,然后对可能的加速度限控制功能设置和通道量程过小等原因设计了三组实验进行分析验证,得出了此次试验过载停机①与加速度限控制(频域)设置无关,②而与通道量程(时域)设置有关,③通过忽略限幅通道过载设置可使试验正常进行的分析结论,最后针对Simcenter Testlab加速度限控制功能和通道量程设置提出了使用建议,为后续航天产品振动试验提供参考。     

Biosorption of zinc and copper from aqueous solutions by two freshwater green microalgae Chlorella pyrenoidosa and Scenedesmus obliquus

Purpose

The objective of this study was to determine the removal of zinc and copper by two freshwater green microalgae Chlorella pyrenoidosa and Scenedesmus obliquus and to investigate changes of algal ultrastructure and photosynthetic pigment.

Methods

Algal cells were exposed for 8 days to different initial zinc or copper concentrations. Heavy metal concentrations were detected by an atomic absorption spectrophotometer. Algal growth, ultrastructure, and photosynthetic pigment were analyzed by a microplate reader, transmission electron microscope, and spectrophotometer, respectively.

Results

Low zinc and copper concentrations induced increase in algal growth, whereas application of high zinc and copper concentrations suppressed the growth of both algae. High metal concentrations also decreased the photosynthetic pigments and destroyed algal cell ultrastructure. The zinc removal efficiency by both algae increased rapidly during the first day and thereafter remained nearly constant throughout the experiment. The copper removal efficiency by both algae increased slowly during the whole experimental periods. In all cultures, the quantity of both metals removed intracellularly was much lower than the adsorbed quantity on the cell surface.

Conclusions

Both strains of the microalgae had proven effective in removing zinc and copper from aqueous solutions, with the highest removal efficiency being near 100%. In addition, C. pyrenoidosa appeared to be more efficient than S. obliquus for removing copper ions. On the contrary, S. obliquus appeared to be more efficient than C. pyrenoidosa for removing zinc ions.     

基于GIS的城市公共安全规划信息系统研究

随着城市建设步伐的加快和城市人口的急剧膨胀,各种灾害事故发生的频度和程度迅速增加,使得城市的可持续发展受到严重威胁,城市公共安全面临空前的挑战,建立城市公共安全规划信息系统势在必行。介绍了以地理信息系统为开发平台,实现安全规划对象海量数据的可视化、规范化、条理化及可编辑化,并根据城市各类防救灾设施的规划标准与建构模式,建立城市救灾单元区域和危险源区域,得出救灾单位的有效服务范围和危险源的风险范围,利用G IS的分析统计功能,快速统计出区域内人口及资源,依此计算救灾单位应具备的资源量,并合理组织危险源区域内人口的转移搬迁工作。     

Fenton-双泥SBR工艺深度处理难降解反渗透浓缩液

采用Fenton试剂处理反渗透浓缩渗滤液(简称浓缩液),并探讨了双泥SBR工艺对Fenton处理后浓缩液与人工配水混合处理的可行性.结果表明,Fenton氧化对COD、TN和NH3-N的平均去除率分别为43.5%、22.5%和19.5%.对溶解性有机物(DOMs)的去除率为52.5%,其中胡敏酸(HA)、富里酸(FA)...     

结合优势菌处理分散式小区污水

采用分散式小区污水处理装置并结合优势菌,处理天津市某小区的生活污水,出水回用于该小区居民楼冲厕.整个装置埋于地下,不占地表面积,运行管理简单;优势菌的投加强化了厌氧处理,为后继好氧处理减轻负荷.结果表明,在原水水质CODCr为350～550,NH3-N为100～180,浊度为34～87,pH在6～9之间,出水水质在HRT=5h时,CODCr＜50mg/L,NH3-N＜10mg/L,浊度＜3,且出水无色无味,达到了《城市杂用水水质标准》(GB/T18920-2002)的相关要求.     

伊春河河水水溶性腐殖酸内源释放模型

以水溶性腐殖酸含量很高的伊春河为例，利用冬季冰封无外源输入的条件，在有产室内模拟研究的基础上，通过现场采样及测定，建立了伊春河河水水溶性腐殖酸的内源释放模型，根据同期采集样品进行的验证表明，该模型能够准确地反映河流沉积物中水溶性瘁殖酸向河水中释放的速率以及速率与流速等条件的定量关系。     

Quantitative risk analysis of urban natural gas pipeline networks using geographical information systems

This paper presents a novel quantitative risk analysis process for urban natural gas pipeline networks using geographical information systems (GIS). The process incorporates an assessment of failure rates of integrated pipeline networks, a quantitative analysis model of accident consequences, and assessments of individual and societal risks. Firstly, the failure rates of the pipeline network are calculated using empirical formulas influenced by parameters such as external interference, corrosion, construction defects, and ground movements. Secondly, the impacts of accidents due to gas leakage, diffusion, fires, and explosions are analyzed by calculating the area influenced by poisoning, burns, and deaths. Lastly, based on the previous analyses, individual risks and social risks are calculated. The application of GIS technology helps strengthen the quantitative risk analysis (QRA) model and allows construction of a QRA system for urban gas pipeline networks that can aid pipeline management staff in demarcating high risk areas requiring more frequent inspections.