ZnO/LixNi1-xO光催化降解甲基橙的研究

采用溶胶凝胶法制备LixNi1-xO和ZnO粉体,利用球磨法制备ZnO/LixNi1-xO复合粉体,以紫外光为光源,通过降解甲基橙,研究了锂掺杂及n-p复合对氧化镍的光催化性能影响。结果表明：当投放量为0.1 g/L,x≤0.075（摩尔分数）的锂掺杂氧化镍均比未掺杂氧化镍的光催化活性高。当锂掺杂摩尔分数为0.025,投放量为0.4 g/L时锂掺杂氧化镍的光催化活性最佳,甲基橙最高降解率达到93.1%。当ZnO/Li0.025Ni0.975O在质量比为1∶1,投放量为0.2 g/L时光催化活性最佳,甲基橙最高降解率达到98.1%。     

Road traffic injuries among riders of electric bike/electric moped in southern China

Objective: Electric bike/moped-related road traffic injuries have become a burgeoning public health problem in China. The objective of this study was to identify the prevalence and potential risk factors of electric bike/moped-related road traffic injuries among electric bike/moped riders in southern China.

Methods: A cross-sectional study was used to interview 3,151 electric bike/moped riders in southern China. Electric bike/moped-related road traffic injuries that occurred from July 2014 to June 2015 were investigated. Data were collected by face-to-face interviews and analyzed between July 2015 and June 2017.

Results: The prevalence of electric bike/moped-related road traffic injuries among the investigated riders was 15.99%. Electric bike/moped-related road traffic injuries were significantly associated with category of electric bike (adjusted odds ratio [AOR] = 1.36, 95% confidence interval [CI], 1.01–1.82), self-reported confusion (AOR = 1.77, 95% CI, 1.13–2.78), history of crashes (AOR = 6.14, 95% CI, 4.68–8.07), running red lights (AOR = 3.57, 95% CI, 2.42–5.25), carrying children while riding (AOR = 1.96, 95% CI, 1.37–2.85), carrying adults while riding (AOR = 1.68, 95% CI, 1.23–2.28), riding in the motor lane (AOR = 2.42, 95% CI, 1.05–3.93), and riding in the wrong traffic direction (AOR = 1.63, 95% CI, 1.13–2.35). In over 77.58% of electric bike/moped-related road traffic crashes, riders were determined by the police to be responsible for the crash. Major crash-causing factors included violating traffic signals or signs, careless riding, speeding, and riding in the wrong lane.

Conclusion: Traffic safety related to electric bikes/moped is becoming more problematic with growing popularity compared with other 2-wheeled vehicles. Programs need to be developed to prevent electric bike/moped-related road traffic injuries in this emerging country.     

含能材料CL-20的热安全性测试分析

CL-20是一种高能量、高性能的炸药。为了研究CL-20的热分解性能,分别采用DSC-TG、DSC-TG-QMS联用系统和高压型差示扫描量热仪(DSC 204 HP)对CL-20的热安全性进行了测试分析,并计算了CL-20的热力学参数和动力学参数。结果表明,CL-20固体炸药在不同升温速率下的TG曲线基本相似,都只有一个台阶。在升温速率为10 K/min时,CL-20在放热峰温处的活化焓、活化熵和活化自由能分别是177.26 k J/mol、52.61 J/(K·mol)和149.7 kJ/mol。CL-20热分解后的气体产物主要有NO、CO、CO_2和H_2O,离子流强度约为10-9A,其中H_2O的离子流强度最大。不同压力时CL-20热分解的过程不同,在压力高的情况下CL-20分解放热更多,反应过程越剧烈,热安全性越差。与常压下相比DSC放热峰值温度降低。     

FAHP法在污泥板框调理剂综合评价中的应用

提出了一种新的污泥板框调理剂综合评价方法。传统的CST(毛细吸水时间)、污泥比阻、泥饼含水率等指标只能单一地评价泥饼脱水效果,为了实现对调理效果的综合评价,需要考虑药剂调理费用、运输处置成本、设备处理产能、滤液处理难度等多种因素。通过长期采集中试运行数据,考察了3种污泥板框调理剂对设备、泥饼、滤液和运行4个方面17个指标的影响。引入层次分析法和模糊数学综合评价法相结合的模糊层次分析法(FAHP)对3种污泥板框调理剂进行了综合评价,采用层次分析法确定指标权重;采用隶属函数对指标进行无量纲化处理,确定其隶属度,解决了指标间的可综合性问题;最后用加权平均法得出评价综合值,综合评价值表明,在这3种调理剂中,调理剂1的综合效果最优,更适合作为该厂的污泥板框脱水调理剂。     

超声辅助生物淋滤废旧Zn-C电池锌锰溶出的研究

以氧化硫硫杆菌(A.thiooxidans)为淋滤菌株对废旧Zn-C电池电极材料中的Zn、Mn进行了生物浸提,比较研究了化学浸提、生物淋滤和不同超声辅助方法生物淋滤体系下的Zn、Mn的溶出效率及溶出动力学.结果表明:不同超声辅助方法中,超声+生物淋滤体系Zn、Mn溶出最优,Zn、Mn的最大溶出率分别为94.2%和65.5%,并提高了溶释速率.此外,对于Mn的溶出,化学淋滤体系符合边界层扩散控制模型,生物淋滤和超声+生物淋滤体系符合收缩核Stoke's regime模型,而Zn的溶出均符合化学反应控制模型.     

水环境化学作用CAI课件的制作

计算机辅助教学CAI（Computer-Assisted Instruction)是现代计算机技术发展与教学内容相结合的产物。本文主要介绍了计算机辅助教学CAI课件的优点和特点。详细说明了水环境化学作用CAI课件的制作过程，探讨了具体制作一个CAI课件的流程。     

加强油田清洁生产管理达标治理采油废水

根据胜利油田采油废水达标治理工程的进展概况，分析了从中取得的经验与教训，并对今后的工作开展提出了建议。     

太湖梅梁湾水体中可见光的衰减、吸收及散射

对太湖梅梁湾沿岸带和敞水区的水体进行了光学特性研究。结果发现，沿岸带的水下光辐射衰减系数(Kd)值较敞水区小；400nm与500nm向上辐照度比值(Eu440／Eu550),沿岸带在1m左右最小,敞水区在0．5m左右最小;沿岸带的水面下向上辐照度与向下辐照度的比值(R)低于敞水区：440、550、670nm的后向散射与吸收的比值(b／a),在沿岸带的1m处最大,敞水区在0．5m处最大。这些结果说明,相对于敞水区而言,沿岸带的光衰减较弱,无机悬浮颗粒的含量较少,最大叶绿素a分布较深。     

储油罐区防火堤受力情况分析

利用ANSYS有限元分析软件,对防火堤受液态物质冲击时受力状况进行模拟,并对防火堤在冲击载荷下的受力情况进行了分析,指出防火堤在事故状态下的脆弱部分,对油库的安全设计、评价和日常维护具有参考价值。     

南京市黑臭河流水体中细菌多样性的研究

以南京市城南河为研究对象,分别提取上中下游的水体样本,分析水质中的氮、磷、COD等水质指标,并利用变性梯度凝胶电泳技术(DGGE)分析了城南河不同位置的细菌多样性。结果表明:城南河水体中的平均总氮为30.06 mg/L,总磷为6.14 mg/L,COD为42.03 mg/L,均超过国家V类水质标准。结合外观,城南河属于严重污染的典型黑臭河流。DGGE分析的结果表明:城南河具有较高的细菌多样性,优势菌群主要是变形菌门和拟杆菌门2大类群,且不同取样点细菌种类差别不大。