仿酶型磁性Fe~0-Fe_3O_4复合催化剂的制备及其催化性能

采用原位氧化沉淀法制备出仿酶型磁性Fe0-Fe_3O_4复合催化剂,并将其作为非均相类Fenton催化剂用于溶液中对硝基苯酚的降解;采用SEM和XRD等技术对催化剂进行了表征。表征结果显示,Fe_3O_4与Fe0结合牢固,有利于Fe0的分散。实验结果表明:Fe0-Fe_3O_4对对硝基苯酚的降解为拟一级反应;在Fe0与Fe_3O_4的质量比为0.75、Fe0-Fe_3O_4投加量为1.2 g/L、初始H_2O_2浓度为10 mmol/L、初始溶液p H为3、反应温度为30℃的条件下反应90min,反应速率常数为0.067 min-1,COD去除率为77.28%,Fe溶出量为2.12 mg/L;在对硝基苯酚的降解过程中,pH先增大后减小,Fe溶出量先降低后升高;Fe0-Fe_3O_4是一种稳定的催化剂,可再生使用。     

再生铅冶炼行业典型工艺的铅污染物质流分析

将物质流分析应用于我国再生铅冶炼行业典型工艺(铅膏炼前预脱硫—还原熔炼—精炼)的铅污染研究,构建了再生铅冶炼过程的铅元素流图,并针对铅污染提出了应对措施。研究结果表明:再生铅典型工艺的铅直收率、铅回收率、铅废物循环利用率分别为85.38%,93.96%,97.57%;应重点监控的铅有组织排放依次为外排烟气、熔炼渣、脱硫石膏渣;针对外排烟气中铅烟尘的PM2.5占比高及铅烟尘活性较高易于释放的特点,应选用高效除尘器,进一步提高细烟尘的捕集率;铅无名损失的重点工序依次为熔炼工序、电解精炼工序、合金熔铸工序;冶炼烟尘返回熔炼炉时,应增加制粒工序,以降低熔炼炉的烟尘率。     

Odour emission characteristics of 22 recreational rivers in Nanjing

The odour emission characteristics of 22 recreational rivers in Nanjing were investigated and analysed. Eight odorous compounds (ammonia (NH₃), hydrogen sulphide (H₂S), sulphur dioxide (SO₂), carbon disulphide (CS₂), nitrobenzene (C₆H₅NO₂), aniline (C₆H₅NH₂), dimethylamine (C₂H₇N), and formaldehyde (HCHO)) were measured in odour emission samples collected using a custom-made emission flux hood chamber. The results showed that all odorants were detected in all monitoring rivers. NH₃ was the main odorant, with emission rates ranging from 4.86 to 15.13 μg/min m². The total odour emission rate of the Nan River, at 1 427.07 OU/s, was the highest of the all investigated rivers. H₂S, NH₃ and nitrobenzene were three key odour emission contributors according to their contributions to the total odour emission. A correlation analysis of the pollutants showed there was a significant positive correlation between the emission rate of NH₃ and the concentration of ammonia nitrogen (NH₄ ⁺-N) and total nitrogen (TN). The H₂S and SO₂ emission rates had a significant positive correlation with sulphides (S^2?) and available sulphur (AS) in the water and sediment. The content of TN, NH₄ ⁺-N, S^2? and AS in the water and sediment affected the concentration of H₂S, SO₂ and NH₃ in the emission gases. NH₄ ⁺-N, S^2? and AS are suggested as the key odour control indexes for reducing odours emitted from these recreational rivers. The study provides useful information for effective pollution control, especially for odour emission control for the recreational rivers of the city. It also provides a demonstrate example to show how to monitor and assess a contaminated river when odour emission and its control need to be focused on.     

Discriminant analysis for the prediction of sand mass distribution in an urban stormwater holding pond using simulated depth average flow velocity data

The approach of this paper is to predict the sand mass distribution in an urban stormwater holding pond at the Stormwater Management And Road Tunnel (SMART) Control Centre, Malaysia, using simulated depth average floodwater velocity diverted into the holding during storm events. Discriminant analysis (DA) was applied to derive the classification function to spatially distinguish areas of relatively high and low sand mass compositions based on the simulated water velocity variations at corresponding locations of gravimetrically measured sand mass composition of surface sediment samples. Three inflow parameter values, 16, 40 and 80 m³ s^?1, representing diverted floodwater discharge for three storm event conditions were fixed as input parameters of the hydrodynamic model. The sand (grain size?>?0.063 mm) mass composition of the surface sediment measured at 29 sampling locations ranges from 3.7 to 45.5 %. The sampling locations of the surface sediment were spatially clustered into two groups based on the sand mass composition. The sand mass composition of group 1 is relatively lower (3.69 to 12.20 %) compared to group 2 (16.90 to 45.55 %). Two Fisher’s linear discriminant functions, F ₁ and F ₂, were generated to predict areas; both consist of relatively higher and lower sand mass compositions based on the relationship between the simulated flow velocity and the measured surface sand composition at corresponding sampling locations. F ₁?=??9.405?+?4232.119?×?A???1795.805?×?B?+?281.224?×?C, and F ₂?=??2.842?+?2725.137?×?A???1307.688?×?B?+?231.353?×?C. A, B and C represent the simulated flow velocity generated by inflow parameter values of 16, 40 and 80 m³ s^?1, respectively. The model correctly predicts 88.9 and 100.0 % of sampling locations consisting of relatively high and low sand mass percentages, respectively, with the cross-validated classification showing that, overall, 82.8 % are correctly classified. The model predicts that 31.4 % of the model domain areas consist of high-sand mass composition areas and the remaining 68.6 % comprise low-sand mass composition areas.     

2013年度新疆环境申报统计工作思考与建议

对2013年度新疆环境申报统计的创新工作方法进行了较详细的总结。通过统一工作部署,整合统计申报报表制度,严格执行数据质量核查制度,开发“污染源管理系统”,形成了较完善的工作体系,对今后申报统计工作质量的提高提出了思考与建议。     

北京市PM2.5质量浓度特征及组分化学质量闭合研究

2013年7—9月分2次在北京市朝阳区的4个采样点(来广营、垡头、奥体和建外)进行PM_2.5手工采样,共获得164个有效滤膜样品。以石英滤膜为例,这4个采样点的均值分别为85、94、81、86 μg/m³。数据显示PM_2.5质量浓度呈"南高北低"的特点。化学质量闭合研究表明:碳质组分(OM+EC)和二次无机离子是PM_2.5的主要组成;碳质组分对夏季PM_2.5的质量浓度贡献比较稳定,2次采样对PM_2.5的贡献均在1/3左右,与采样时间和地点无关;二次无机离子的贡献则与采样时间有关,对PM_2.5的贡献在第一和第二次采样时间分别约为30%和20%。4个采样点中,最南端的垡头PM_2.5质量浓度最高,有机颗粒物、SO₄^2-、NO₃^-和NH₄⁺的质量浓度平均值最高,分别为26、18.2、10.5、5.9 μg/m³。     

α-环糊精接枝壳聚糖纤维的合成及其对对硝基酚的包合吸附与释放

在氰基硼氢化钠存在的弱酸性条件下将6-去氧-6-甲酰基-α-环糊精接枝到壳聚糖纤维上,制备了α-环糊精接枝壳聚糖纤维.测定了不同温度和时间下,α-环糊精接枝壳聚糖纤维对对硝基酚(PNP)的包合吸附与释放性能,及其包合稳定性常数和热力学参数.结果表明,α-环糊精接枝壳聚糖纤维是一种高效的PNP分离剂,对PNP具有良好的分子识别、包合吸附和释放性能,其PNP包合吸附容量可达到2.93 mg/g,318 K时PNP释放度可达到70%左右,并可反复包合吸附与释放;该包合反应为放热反应,分子间的范德华力起主导作用;包合物的稳定性受温度影响较大,低于298 K时较稳定,318 K时PNP释放达到平衡;在同一温度下,PNP释放度随时间的增加而提高.     

医化行业挥发性有机废气(VOCs)排放特征及防治对策

为了防治医化行业挥发性有机废气(VOCs)环境污染,推动医化行业的可持续发展,本文通过全面调查VOCs的排放源头、排放方式、防治措施,对比分析了各种末端处理技术的优劣,确定了医化行业有机废气(VOCs)防治的有效方式。     

深圳市土地利用动态趋势分析

在分析深圳市土地利用变化与驱动力的基础上 ,将城镇用地细化为工业用地、居住用地和第三产业用地 ,并将它们与耕地和工业投资、人口增长、收入水平、水资源状况等主要驱动力纳入统一的总体结构中 ,采用系统动力学的方法 ,定量地描述它们的动态关系。系统动力学模型的基本模拟结果显示 ,城镇用地的长期变化趋势是一种“S”型的增长规律 ,从1980年至2030年是城镇用地变化的快速增长阶段。在城镇用地的变化过程中 ,工业用地、居住用地和第三产业用地在总的城镇用地中所占的比例在经过一个较长时期的波动后 ,大约从2020年开始基本保持稳定的状态。耕地的变化趋势是持续下降 ,并逐渐消失