事故前期发展过程浅析

任何事故发生之前都有一段发展演变的过程.当失误不断积累,超过系统或组织自身的自适应能力以后,一旦激发事件出现,就有可能导致事故的发生.本文在分析事故致灾条件的基础上,将其前期发展过程分为了7个阶段,得出了事故前期发展过程流程图.     

抽出式通风煤巷掘进过程中粉尘浓度分布规律的数值模拟

根据气固两相流理论，针对矿井掘进工作面的特点，采用计算流体力学的离散相模型（DPM）对掘进工作面通风过程中粉尘浓度进行数值模拟，总结抽出式通风掘进巷道中粉尘浓度的沿程分布及变化规律。     

树脂相分光光度法测定水中痕量苦味酸

建立了树脂相分光光度法测定水中痕量苦味酸的新方法。该法灵敏度高,表观摩尔吸光系数为1.08×105L/(mol·cm);精密度理想(测定苦味酸质量浓度为5μg/mL的实验5次,相对标准偏差为1.0%);线性范围为0～7.0μg/mL;以3σ衡量,检出限为0.14μg/mL;加标回收率为97%～103%。采用该法直接测定水样中的苦味酸、间接测定烟草中的烟碱,结果令人满意。     

某城市污水处理厂二期污水处理工程设计研究

详细介绍了某城市第一污水处理厂在现有工程的基础上二期工程的工艺设计以及构筑物、设备参数;二期工程充分利用原有工程场地,本着现有、新建运行管理便捷统一原则,采用改良型A/A/O生化池作为二级处理主体工艺;二期工程投入运营后,某城市污水处理厂达到20×104 m3/d的污水设计规模.最终污水厂出水水质达到了《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级 A排放标准.污水处理厂运营后,经济效益显著,可保本经营,并具有企业自我发展的能力.     

短波长X射线衍射技术及在环境工程中的应用展望

介绍了短波长特征X射线衍射无损检测分析原理和方法,无损地测定了预拉伸铝板、高强钢孔挤压件、铝合金搅拌摩擦焊接件等材料部件的内部残余应力、内部物相、内部织构及其分布,并分析讨论了测试结果。该仪器具有体积小,投资少、使用维护方便等优势,展望了该无损检测分析技术在装备环境工程中的应用前景。     

国家大气污染物排放标准体系研究

科学合理的大气污染物排放标准体系,有助于全面系统地控制大气污染源,提高大气环境保护工作效力,改善整体大气环境质量.在深入研究国家大气环境标准体系发展历程、现状及特点的基础上,指出了目前标准体系存在的不配套、不协调和不完善的问题,并提出了相应的对策和建议.     

La3+掺杂对吸附相反应制备TiO2复合催化剂的结晶过程及弱紫外光下活性的影响

利用吸附相反应技术制备弱紫外光响应的高效催化剂,并通过XRD、XPS以及HRTEM探索了不同焙烧温度下La3+掺杂量对TiO2结晶过程的影响.结合弱紫外光下甲基橙的降解反应,深入研究催化剂结晶过程的变化对弱紫外光下催化剂活性的影响.结果表明,La3+掺杂会抑制TiO2的结晶过程.当焙烧温度或者掺杂量较低时,La3+不能进入TiO2的晶格结构但会轻微地抑制TiO2的结晶过程;未进入晶格结构的La3+存在会引入光生载流子的浅能级捕获中心,在弱光体系中极大提升了催化剂的活性.当La3+的掺杂量为0.05%(原子分数)时,经过900℃焙烧后催化剂降解能力最高,其活性超过商用P25的2倍多.在较高La3+掺杂量(超过0.20%)时,900℃焙烧后一定量La3+进入TiO2的晶格结构而大大抑制了TiO2结晶;这种强烈的抑制作用使得催化剂中存在大量无定形结构TiO2,无定形TiO2甚至多于700℃焙烧后的催化剂,反而大大抑制了弱光体系中催化剂活性.     

Application of comprehensive two-dimensional gas chromatography with mass spectrometric detection for the analysis of selected drug residues in wastewater and surface water

Pharmaceutical residues have become tightly controlled environmental contaminants in recent years, due to their increasing concentration in environmental components. This is mainly caused by their high level of production and everyday consumption. Therefore there is a need to apply new and sufficiently sensitive analytical methods, which can detect the presence of these contaminants even in very low concentrations. This study is focused on the application of a reliable analytical method for the analysis of 10 selected drug residues, mainly from the group of non-steroidal anti-inflammatory drugs (salicylic acid, acetylsalicylic acid, clofibric acid, ibuprofen, acetaminophen, caffeine, naproxen, mefenamic acid, ketoprofen, and dicofenac), in wastewaters and surface waters. This analytical method is based on solid phase extraction, derivatization by N-methyl-N-(trimethylsilyl)trifluoroacetamide (MSTFA) and finally analysis by comprehensive two-dimensional gas chromatography with Time-of-Flight mass spectrometric detection (GC×GC- TOF MS). Detection limits ranged from 0.18 to 5 ng/L depending on the compound and selected matrix. The method was successfully applied for detection of the presence of selected pharmaceuticals in the Svratka River and in wastewater from the wastewater treatment plant in Brno-Modrice, Czech Republic. The concentration of pharmaceuticals varied from one to several hundreds of ng/L in surface water and from one to several tens of μg/L in wastewater.     

Determination of 4-tert-octylphenol in surface water samples of Jinan in China by solid phase extraction coupled with GC-MS

Octylphenols, considered as xenoestrogens, mainly exist as 4-tert-octylphenol (OP) in aquatic environments. The high stability and accumulation of OP in aquatic systems have caused endocrine disruption. The OP in surface water in Jinan, China was analyzed by gas chromatography-mass spectrometry (GC-MS) coupled with solid phase extraction (SPE). Water samples were extracted by SPE on a cartridge system containing C-18 as sorbent. To increase sensitivity and selectivity, OP was derivatized to 4-tert-octyl-phenoxy silane. With the use of phenanthrene-d10 as internal standard, the detection limit based on signal-to-noise ratio (S/N = 3) was 0.06 ng/mL. The average recovery was from 84.67% to 109.7%. The precision of the method given as the relative standard deviations (RSD) was within the range 6.24%-12.96%. In the target water samples, the concentrations of OP were as follows: 15.88-71.24 ng/L for Jinxiuchuan Reservoir, 3.850-26.68 ng/L for the city moat, 6.930-41.56 ng/L for Daming Lake, 66.03-474.2 ng/L for Xiaoqing River, 14.66-17.72 ng/L for the Yellow River, and 10.60-26.43 ng/L for Queshan Reservoir. The Xiaoqing River was seriously polluted due to the discharge of wastewater from Jinan. Jinxiuchuan Reservoir had a higher concentration of OP compared with the Yellow River and Queshan Reservoir, which is ascribed to the surrounding human activities. These data are reported for the first time, providing strong support for the control of OP pollution in Jinan.     

LNAPLs污染物在层状非均质多孔介质中的运移试验研究

文章通过室内试验研究层状非均质多孔介质中轻非水相液体(Light Non-Aqueous Phase Liquid,LNAPL)的运移机制与分布特性。首先,在二维砂槽上进行LNAPL的入渗试验,试验过程中用数码相机进行拍照,把LANPL的扩散过程以图像的形式记录下来;然后,用AutoCAD对图片进行分析处理,得出不同时刻LNAPL的入渗锋面变化图。结果发现,介质结构突变面改变了LNAPL的迁移模式。在LNAPL由中砂进入细砂层后,由于受到毛细作用的增强,其运移速度加快;而由中砂进入粗砂,受粗砂介质阻滞作用增强的影响,LNAPL运移速度变小。当LNAPL由干砂进入湿润砂体时,由于孔隙水浮托力增大,LNAPL先产生纵向运移,随后以横向迁移的形式在地下水位上部聚积。当达到一定厚度后,LNAPL的压头足以克服浮托力,驱替孔隙水进入砂土孔隙。另外,LNAPL的厚度足够大时,方可克服饱水层受到的浮托力,在地下水位上形成LNAPL池,并因孔隙水向周围砂体排泄,LNAPL池周围的水位上升。