Florisil柱层析与GC-ECD测定海洋环境样品中OCPs

建立了ＧＣ－ＥＣＤ测定海洋环境样品中ＯＣＰs的分析方法。通过Ｆｌｏｒｉｓｉｌ柱层 析的分类分析和毛细管ＧＣ－ＥＣＤ的测定，得出了ＯＣＰs柱层析的分离点（所需正己烷 的最小淋洗体积为１５０ｍｌ）和ＯＣＰs的回收率（其范围为２１．８％～１０８．７％），给出了海洋环境样品中ＯＣＰs的含量。结果表明，本方法是可行的。     

水溶性有机物在土壤剖面中的分馏及对Cu迁移的作用

通过室内土柱试验研究了DOM在土壤剖面中的“分馏”作用,DOM在纵向运移过程中的穿透行为及对污染的红壤和潮土中重金属Cu溶出效果的影响.结果表明,绿肥和猪粪DOM经过土柱后极性都有所降低,在潮土上的降低幅度较大,分别为11.4%和10.72%;DOM能够明显地增加污染土壤中Cu的溶出,且这种作用效果与DOM及土壤的性质有关,绿肥DOM的作用效果比猪粪DOM的强,整个淋洗过程中潮土上Cu的平均溶出量是红壤上的4.37倍(绿肥DOM)和3.03倍(猪粪DOM);由于微生物对DOM的分解作用,降低了DOM对土壤中Cu的溶出效果.     

造气含氰废水的生物治理

在塔式生物滤池生产性处理规模上考察了造气含氰废水在挂膜前后的处理效果。比较结果表明，未挂过氰化物的平均处理率仅为７９．２９％，挂膜后的处理率平均为９５．２６％，处理后的废水全部回用于生产，减少了氰化物的排放量，防止了造气废水对环境的污染。     

The use of nanovermiculite catalyst in the study of removal of the organic load and degradation of atrazine via ozone process in RPB reactor

Abstract

The main objective of this study is the degradation of a synthetic solution of atrazine by a modified vermiculite catalyzed ozonation, in a rotating packed bed (RPB) reactor. A 0.5?L RPB reactor was used to perform the experiments, using a Central Composite Design (CCD) response surface to construct the quadratic model based on the factors: pH, catalyst concentration and reactor rotation frequency. The response variable was the removal of the organic load measured in terms of Chemical Oxygen Demand (COD). After the complete quadratic model was constructed through the response surface, the COD degradation process had an optimal removal of 41% under the following conditions: pH 8.0, rotation of 1150?rpm and catalyst concentration 0.66?g L^?1.     

Transport of Sewage Sludge in a Mixed Water Column

Abstract

Sewage sludge from four publicly-owned treatment works was sampled and characterized in terms of parameters affecting transport at the 106-mile deep ocean disposal site as part of the US Environmental Protection Agency's site monitoring programme. Samples from treatment plants in Passaic Valley, Rahway, and Elizabeth, New Jersey and New York City were characterized in terms of dynamic size distribution, suspended solids and density. the transport characteristics of sludge particles were measured using a 2 metre computer-interfaced laboratory settling column. Experiments were conducted at constant salinity (35 ppt) while varying hydrodynamic mixing, sludge type and concentration using a modified factorial experimental design. Hydrodynamic power dissipation was varied so that the vertical dispersion and rms fluid shear rate ranged between 0-6 cm²S^?1 and 0-30s^?1 respectively. Results indicate that at least 80% of suspended sludge particles will eventually settle under mixed conditions. the average settling velocities ranged between 0.05-4.05 × 10^-3 cm ^s-1. Shear rates above 15 s^?1 inhibited sludge settling due to aggregate breakup and boundary effects, but at a lower shear rate, differential settling and fluid shear were the dominant transport mechanisms. Sludge dilution (1/500-1/5000) had a limited effect on the settling rate. Results from this study can be used to calibrate particle transport models to determine the fate of sludge disposed at an ocean disposal site.     

利用SCIAMACHY遥感资料研究我国NO2柱浓度及其时空分布

利用SCIAMACHYENVISAT 2003—2009年月均观测数据,结合1∶4 000 000行政区划图,得到了近7 a来我国城市级别NO₂柱浓度的时空分布和变化趋势,并采用Seasonal Mann-Kendall非参数检验方法对各城市的变化趋势进行了显著性分析. 结果表明:我国NO₂分布东高西低,NO₂柱浓度高值区主要分布在京津冀及环渤海区域、长江三角洲北部及广东省等地区. 近7 a来我国北部和中部地区的NO₂增长趋势显著,NO₂柱浓度平均值最高和增速最快的前20个城市主要分布在江苏、山东和安徽等省的二级城市郊县和小城市. 与统计年鉴工业废气排放数据的比较表明,工业废气排放与NO₂柱浓度及其时空分布具有较好的一致性. 这种新的NO₂污染格局应该引起重视并采取有针对性的污染监管措施.      

气相色谱法单塔双柱双检测器测定农产品中有机氯与拟除虫菊酯类农药残留应用探索

气相色谱经加装双ECD检测器,实现单塔双柱双检测器测定农产品中有机氯、拟除虫菊酯类农药残留,在不须关机换色谱柱情况下实现双柱定性定量分析。该方法可节约大量定性分析时间,通过百菌清、氯氟氰菊酯、三唑酮、氯氰菊酯的加标回收试验,平均回收率为95.0%～102.5%,相对标准偏差为1.88%～3.72%,方法稳定可靠。     

特种胶塑复合管抗张强度计算

通过对特种胶塑复合管的抗张强度计算和生产实践，证明了矿用充填管路采用胶塑复合管是可行的。为矿用充填管以胶塑复合管替代铁管提供了依据。     

毛细管柱气相色谱法测定工作场所空气中的丙烯腈

为了建立采用毛细管柱测定工作场所空气中丙烯腈浓度的方法,使用活性炭管采集工作场所空气中的丙烯腈,二硫化碳溶液解吸,毛细管柱分离后,用氢火焰离子化检测器检测。结果显示:丙烯腈的检出限为0.73μg/ml,相关系数为0.9998,解吸效率94.3%～104.7%,相对标准偏差为0.41%～1.0%。因此,该方法灵敏度高、检测准确、操作性强,可提高丙烯腈的检测效率,适用于工作场所空气中丙烯腈的分析。     

配式钢混拱桥钢板加固立柱节点抗震研究

为研究装配式钢筋混凝土拱桥腹孔墩柱节点在地震荷载作用下的力学性能和破坏机理,通过拟静力试验和数值模拟计算,对比分析了立柱节点未加固、钢板加固两种情况下的抗震性能。设计制作8mm的钢板加固试件,采用拟静力试验得到试件的滞回曲线、等效阻尼比、初始刚度、荷载-位移骨架曲线作为衡量结构的耗能能力的指标。建立了装配式钢筋混凝土拱桥立柱钢板加固节点的有限元模型,分别从结构的强度、变形能力和能量耗散3方面对比分析抗震性能。结果表明:同一加载位移下,外包钢板加固比一般连接点的恢复力特性曲线面积峰值增大13.2%,承载力提高24.7%,变形破坏程度更低,抗震性能更好。