PBDD/F impurities in some commercial deca-BDE

The study presented the concentrations and distributions of polybrominated dibenzo-p-dioxins and polybrominated dibenzofurans (PBDD/Fs) as impurities in some commercial decabromodiphenyl ether (DBDE) mixtures that were produced by several manufacturers. The total concentrations of 12 2,3,7,8-substituted tetra- to octa-BDD/F congeners were found to be in the range of 3.4-13.6 (mean 7.8) μg/g, averagely accounting for 99% of total PBDD/Fs. OBDF was the prevailing congener, followed by 1,2,3,4,6,7,8-HpBDF. In addition, OBDD and 1,2,3,4,7,8-HxBDF were also obviously detectable. The total concentrations of PBDD/Fs varied both between the manufacturers and between the lots. On the basis of the global demand for the commercial DBDE in 2001, the annual potential emissions of PBDD/Fs were calculated coarsely to be 0.43 (range: 0.21-0.78) tons. The major dioxin congeners, OBDF and 1,2,3,4,6,7,8-HpBDF, presenting in DBDE, were estimated to be formed from BDE-209, BDE-206, and/or BDE-207 via an intra-molecular elimination of Br₂/HBr.     

粉煤灰沸石负载Ce^3＋／TiO2光催化降解水中的菲和荧蒽

以钛酸四丁酯为前驱体，粉煤灰合成沸石为载体，采用溶胶-凝胶方法，在低温条件下制备了稀土铈掺杂的TiO2光催化剂。利用SEM—EDS、XRD、FTIR对催化剂进行了分析和表征。以高压汞灯为灯源，对多环芳烃菲、荧蒽的降解进行了研究。实验考查了稀土铈掺杂质量分数、催化剂用量、溶液pH、目标物初始质量浓度等因素对光催化降解的影响，研究了其光降解动力学。结果表明，当稀土铈含量为0．5％，催化剂用量为3g／L，pH偏碱性时，催化效果最佳。光催化反应符合Langmuir—Hinshelwood动力学规律，菲、荧蒽的降解过程符合一级反应动力学，反应速率常数分别为0．0126min^-1，0．0099min^-1。     

Applying TRIZ principles in crowd management

Overcrowding that happens in places like concerts, stadiums or pilgrimage locations might sometimes cause injury or loss of life. Maintaining the safety of crowd in these places is therefore very important. In addition, increasing the performance of the buildings and structures has always been an important concern. Most of the previous work focused on using new devices and methods for monitoring and management of the crowd but they rarely focus on a comprehensive and structured approach with the purpose of increasing efficiency and safety. In this paper, we explore a Russian “Theory of Inventive Problem Solving”, TRIZ, to see whether its principles can help us to solve or improve overcrowding issues. More specifically we find the contradictions that arise in the context of crowd management and we observe which of the categorical solutions suggested by TRIZ might possibly be useful for our problem. Increasing the crowd capacity in a relatively small area, which leads to overcrowding, is one of the common contradictions in crowd management. TRIZ has been suggested as a good method for solving problems which involve contradiction and thus, chosen for this purpose.     

几种可利用多氯联苯和多溴联苯醚植物内生菌的分离及初步鉴定

采用PDA、NA以及高氏一号培养基,分别从毛白杨、绦柳、荻以及二穗短柄草植株内分离、纯化出37株内生菌,其中34株为细菌,3株为放线菌.以分离纯化得到菌株各自对应的营养培养基并添加不同浓度的污染物对获得的37株内生菌进行污染物的耐受筛选,发现24株分别对20 mg·L-1的aroclor1254和BDE209具有一定的耐受性.利用无机盐培养基并添加污染物作为微生物唯一碳源筛选,发现菌株CPY-4和菌株SGL-1可以在只提供4-BDE的无机盐培养基中存活,菌株CPY-4,SGL-1、菌株4、菌株13可以在提供BDE209和aroclor1254的无机盐培养基中存活.形态学观察和16Sr DNA序列同源性分析,初步确定菌株SGL-1为克雷伯氏菌属,菌株CPY-4为地衣芽胞杆菌,菌株4和菌株13为肠杆菌属.     

Vehicular volatile organic compounds losses due to refueling and diurnal process in China: 2010–2050

Volatile organic compounds (VOCs) are crucial to control air pollution in major Chinese cities since VOCs are the dominant factor influencing ambient ozone level, and also an important precursor of secondary organic aerosols. Vehicular evaporative emissions have become a major and growing source of VOC emissions in China. This study consists of lab tests, technology evaluation, emissions modeling, policy projections and cost-benefit analysis to draw a roadmap for China for controlling vehicular evaporative emissions. The analysis suggests that evaporative VOC emissions from China's light-duty gasoline vehicles were approximately 185,000 ton in 2010 and would peak at 1,200,000 ton in 2040 without control. The current control strategy implemented in China, as shown in business as usual (BAU) scenario, will barely reduce the long-term growth in emissions. Even if Stage II gasoline station vapor control policies were extended national wide (BAU + extended Stage II), there would still be over 400,000 ton fuel loss in 2050. In contrast, the implementation of on-board refueling vapor recovery (ORVR) on new cars could reduce 97.5% of evaporative VOCs by 2050 (BAU + ORVR/BAU + delayed ORVR). According to the results, a combined Stage II and ORVR program is a comprehensive solution that provides both short-term and long-term benefits. The net cost to achieve the optimal total evaporative VOC control is approximately 62 billion CNY in 2025 and 149 billion CNY in 2050.     

发达国家洗涤行业节能减排的经验介绍

在全球节能减排的宏观政策之下,我国洗涤行业的逐步发展与壮大应符合国家节能减排的整体方向和目标,加强节能减排意识,实施有关节能减排的措施,走可持续发展的道路.本文通过对国外发达国家洗涤行业节能减排的政策、方法和经验的了解和学习,结合我国洗涤行业的实际特点,旨在找到适合我国洗涤行业的可持续发展道路.研究表明,虽然我国洗涤行业还处于快速扩大发展的初期,但我国可以根据自身的具体情况有选择性地借鉴国外发展和节能减排的经验和方法,在此基础上,结合具体实际特点,开拓创新,开发出适合我国洗涤行业的可持续发展道路,在快速扩大发展的同时,与其他行业和领域一同为实现我国的节能减排目标而努力.     

三峡库区库中干流及支流水体夏季二氧化碳分压及扩散通量

以三峡库区库中干流以及主要支流——梅溪河为研究区,于2013年5月对该区域水体中溶解二氧化碳分压(pCO2)进行了走航观测.结果表明,夏季梅溪河表层pCO2为6.8~7.5 Pa,三峡库区库中长江干流表层pCO2为201.4~210.2 Pa.在库区干、支流交汇的过渡区水体剖面上,表层水体pCO2最低为53.5 Pa,随着水深增加,pCO2急剧增大,在3 m处达到约210Pa后基本保持不变.通过计算,库区支流梅溪河和库区干流表层水体的CO2释放通量分别为-7.48 mmol·(m2·d)-1和39.58 mmol·(m2·d)-1.结果表明,库区支流梅溪河表现为大气中CO2的"汇",而库区干流表现为CO2的"源",库区干、支流水体在CO2的释放上有显著差异.     

三峡库区典型干-支流相互作用过程中的营养盐交换:以梅溪河为例

三峡水库建成以后,梅溪河库湾多次发生水华现象,为研究干流水体倒灌对库湾营养盐的影响,于2012年8月至2013年7月对受干流回水影响的梅溪河进行了详细的现场监测.结果表明,三峡水库在不同的水位调度时期,梅溪河库湾水体均表现为分层异向流动;受长江干流倒灌影响,梅溪河库湾营养盐分布季节变化显著,DIN的年倒灌净通量约为5 478.02 t,DIP的年倒灌净通量约为234.04 t,DSi的年倒灌净通量约为5 935.22 t,长江干流每年对梅溪河DIN、DIP、DSi的补给量分别约为源头输入量的2.37倍、4.32倍和1.33倍;干流倒灌对库湾营养盐分布的影响不仅局限在河口区域,对梅溪河中上游的营养盐分布也将造成影响,干流倒灌对库湾P的补给将对库湾P限制起到缓解作用,为藻类的暴发提供必要条件.     

Seasonality of selected surface water constituents in the Indian River Lagoon, Florida

Seasonality is often the major exogenous effect that must be compensated for or removed to discern trends in water quality. Our objective was to provide a methodological example of trend analysis using water quality data with seasonality. Selected water quality constituents from 1979 to 2004 at three monitoring stations in southern Florida were evaluated for seasonality. The seasonal patterns of flow-weighted and log-transformed concentrations were identified by applying side-by-side boxplots and the Wilcoxon signed-rank test (p < 0.05). Seasonal and annual trends were determined by trend analysis (Seasonal Kendall or Tobit procedure) using the U.S. Geological Survey (USGS) Estimate TREND (ESTREND) program. Major water quality indicators (specific conductivity, turbidity, color, and chloride), except for turbidity at Station C24S49, exhibited significant seasonal patterns. Almost all nutrient species (NO(2)-N, NH(4)-N, total Kjeldahl N, PO(4)-P, and total P) had an identical seasonal pattern of concentrations significantly greater in the wet than in the dry season. Some water quality constituents were observed to exhibit significant annual or seasonal trends. In some cases, the overall annual trend was insignificant while opposing trends were present in different seasons. By evaluating seasonal trends separately from all data, constituents can be assessed providing a more accurate interpretation of water quality trends.