Microbial dechlorination of polychlorinated biphenyls in anaerobic sewage sludge.

The potential of a chlorophenol (CP)-adapted consortium to dechlorinate polychlorinated biphenyls (PCBs) in sewage sludge was investigated. Results show that dechlorination rates differed significantly depending on sludge source and PCB congener. Higher total solid concentrations in sewage sludge and higher concentrations of chlorine in PCB resulted in slower dechlorination rates. No significant difference was found for 2,3,4,5-CB dechlorination from pH 6.0 to pH 8.0; however, dechlorination did not occur at pH 9.0 during a 41-day incubation period. Results show that at concentrations of 1 to 10 mg/L, the higher the PCB concentration, the faster the dechlorination rate. In addition, dechlorination rates were in the following order: methanogenic conditions > sulfate-reducing conditions > denitrifying conditions. The addition of acetate, lactate, pyruvate, and ferric chloride decreased lag times and enhanced dechlorination; however, the addition of manganese dioxide had an inhibitory effect. Dechlorination rates were also enhanced by the addition of PCB congeners, including 2,3,4-CB, 2,3,4,5-CB and 2,3,4,5,6-CB in mixture. Overall results show that the CP-adapted consortium has the potential to enhance PCB dechlorination. The optimal dechlorination conditions presented in this paper may be used as a reference for feasibility studies of PCB removal from sludge.     

茚虫威对斑马鱼的急性毒性及遗传毒性

茚虫威属噁二嗪类新型广谱高效杀虫剂,在农业生产中有着重要作用,近年来随着用量的增加,由此产生的对水生生物的影响越来越受到重视。使用斑马鱼进行茚虫威的急性毒性作用实验,并采用微核试验、彗星试验、Annexin V-FITC/PI双染色检测观察染毒后的斑马鱼是否被诱导产生遗传毒性。结果表明:在24 h、48 h、72 h、96 h,茚虫威LC50值分别为2.263mg·L-1、2.184 mg·L-1、2.184 mg·L-1、2.133 mg·L-1。茚虫威对斑马鱼急性毒性属中等毒性。96 h茚虫威浓度为1.98 mg·L-1和2.16 mg·L-1时,斑马鱼的微核率与对照组相比达差异极显著水平(P0.01)。采用彗星试验检测斑马鱼肝脏DNA损伤,结果显示斑马鱼暴露于高浓度1.98 mg·L-1和2.16 mg·L-1茚虫威后,与对照组相比,斑马鱼的DNA损伤均表现为极显著差异(P0.01)。采用Annexin V-FITC/PI双染色流式细胞仪法检测,结果表明染毒后24 h斑马鱼肝细胞出现细胞凋亡现象。实验结果进一步表明,茚虫威对斑马鱼短期染毒后诱导细胞凋亡,表现出遗传毒性。     

二甲基二烯丙基氯化铵的合成

为制备聚二甲基二烯丙基氯化铵絮凝剂,采用二步法制备了二甲基二烯丙基氯化铵单体,即在强碱性条件下由烯丙基氯和二甲胺反应先生成二收藏 －烯丙基叔胺,将该叔胺分离出来并再次加入烯丙基氯同会２丙介质中结晶析出委胺晶体。     

LFG控制利用工程基本参数的试验研究

通过深圳市玉龙坑垃圾填埋场的现场抽气试验。本文进行了填埋气本安全控制与回收利用工程基本参数的研究。     

Synthesis of branched allylic sulfones by regioselective boron-catalysed hydrosulfonylation

Environmental Chemistry Letters - Branched allylic sulfones are scaffolds widely distributed in bioactive molecules and organic functional materials. The synthesis of allylic sulfones has been...     

工作场所正念视角下智慧矿山矿工安全行为演化博弈

为深入分析智慧矿山矿工安全行为,从工作场所正念视角出发,构建智慧矿山背景下政府监管部门、安全管理人员、矿工3方演化博弈模型,分析各博弈主体策略选择的稳定性.结果表明:工作场所正念对矿工安全行为有积极影响,矿工工作场所正念的形成对组织有正向反馈支持作用;智慧矿山背景下,政府监管部门强监管能够有效规范煤矿企业管理行为,并引...     

Community cohesion after a natural disaster: insights from a Carlisle flood

This project analysed changes in community cohesion following a natural disaster. Data were collected from a flood‐affected community using a questionnaire survey. Analyses revealed that community cohesion was not predicted by the length of residence, or any other demographic characteristic of residents, but rather by a sense of community, community cognition and the degree of community participation. Cohesion alteration was not uniform, but varied along levels of hazard severity (degree of flood invasion). Cohesion increased in line with hazard severity at the initial flood stage, as residents recognised the importance of community unity and came together to cope with their losses. When the severity increased, residents transferred their focus to individual interests, which resulted in decreased cohesion. This project distinguishes itself in examining community cohesion in the wake of a natural disaster in the real world. Implications regarding community reconstruction and suggestions for hazard researchers are discussed accordingly.     

实现我国环保产业升级和跨越式发展的对策

本文分析了我国环保产业的现状及存在的问题 ,从环保产业市场的培育、实现环保产业的升级和跨越式发展提出了发展对策的建议     

孔隙液体相态对饱和砂土力学特性影响试验∗

天然气水合物开采过程中,水合物分解会引起沉积物孔隙液体相态变化,降低海床的安全稳定性。基于低温、高压三轴试验仪,以粉细砂土为骨架,制备含冰/不含冰甲烷水合物沉积物试样以及饱和砂土试样,开展三轴压缩试验,分析饱和砂土中孔隙液体处于不同相态条件下试样的应力?应变和强度特性,比较在剪切过程中孔隙水压力以及切线模量等参数变化。试验结果表明：含冰/不含冰甲烷水合物沉积物以及饱和砂土的强度比值约为 2.6∶ 1.7∶1,且均表现为应变硬化;含冰水合物沉积物的结构性较其余两者相对更强,即初始切线模量值相对更高;但是在遭受剪切后结构均破坏,切线模量迅速降低。