卸载破碎区域气动喷雾联合抑尘网除尘的数值模拟研究

为了有效治理安家岭煤矿输煤系统中卸载破碎区域的粉尘污染,提出卸载坑外围设置柔性抑尘网及坑口处设置气动喷雾的防尘方案。采用现场测试与三维数值模拟相结合的方法,得出卸载坑粉尘逸散规律。通过对卸载坑气动喷雾的雾化效果和设置抑尘网后的风速分布的数值模拟,分析该方案的除尘机理,并通过在安家岭煤矿的现场试验,验证该方案的可行性。结果表明:坑口处的气动喷雾能有效抑制坑内粉尘飞扬,外围设置的柔性抑尘网能有效控制坑口处的风速,防止粉尘受外界气流影响,有效降低粉尘污染浓度,其降尘效率达到90%以上,该综合除尘方案为输煤系统卸载破碎区域的粉尘治理提供理论依据。     

HZ-16型大孔树脂吸附处理含RDT-8废水

采用HZ-16型大孔树脂对含三（三溴苯氧基）三嗪（RDT-8）废水进行吸附及脱附处理。实验结果表明：在废水流量为4.0 BV/h的条件下,树脂最佳吸附工艺条件为出水体积88.0 BV,此条件下出水COD小于291 mg/L,挥发酚质量浓度小于0.08 mg/L;在脱附液流量为0.5 BV/h的条件下,树脂最佳脱附工艺条件为脱附液体积3.0 BV,此条件下脱附液中挥发酚质量浓度为30.6 mg/L,挥发酚脱附率高达76.4%。在最佳吸附-脱附工艺条件下,连续进行10次动态吸附-脱附实验,吸附出水中COD为137~294 mg/L,COD去除率为72.5%~89.1%,挥发酚质量浓度稳定在0.05 mg/L以下,挥发酚去除率为99.8%~100%,说明HZ-16型大孔树脂的吸附-脱附性能稳定。     

旅游城市环境规划优化方法与应用研究(Ⅰ)不确定性多目标规划模型

以旅游城市环境系统的综合性、多目标性、动态性和不确定性的特征出发，提出用不确定性模糊多目标规划（IFMOP）模型来解决旅游城市 环境规划优化问题。通过建立旅游城市环境不确定性模糊多目标规划系统模型（IFMOPMTCE），使旅游城市环境系统的特性在模型建立和求解过程中得以充分反映，同时也有效地协调了环境经济等目标之间的矛盾与冲突，该研究为旅游城市环境规划工作提供了一种较为有力的工具。     

Immediate behavioural responses to earthquakes in Christchurch,New Zealand,and Hitachi,Japan

This study examines people's immediate responses to earthquakes in Christchurch, New Zealand, and Hitachi, Japan. Data collected from 257 respondents in Christchurch and 332 respondents in Hitachi revealed notable similarities between the two cities in people's emotional reactions, risk perceptions, and immediate protective actions during the events. Respondents' physical, household, and social contexts were quite similar, but Hitachi residents reported somewhat higher levels of emotional reaction and risk perception than did Christchurch residents. Contrary to the recommendations of emergency officials, the most frequent response of residents in both cities was to freeze. Christchurch residents were more likely than Hitachi residents to drop to the ground and take cover, whereas Hitachi residents were more likely than Christchurch residents to evacuate immediately the building in which they were situated. There were relatively small correlations between immediate behavioural responses and demographic characteristics, earthquake experience, and physical, social, or household context.     

混合土物理性质试验研究∗

土体的物理性质与力学性状之间存在一定的联系,研究不同混合比例的混合土的物理性状变化,对于快速测定混合土体的力学参数有很大的帮助.通过对两种原始黏土及人工配制的五种不同混合比例的混合土的物理性质进行研究,探讨混合土的颗粒粒径分布、土粒密度、液限以及塑性指数随混合比例的变化规律.研究结果表明:原始土的性质对混合土体的基本物理性质产生重要的影响.混合土的颗粒粒径分布和土粒密度按混合比例成比例的发生变化,随着混合土中膨润土百分含量的增加,其黏粒含量线性增加,粉粒含量线性减小,砂粒含量线性减小;混合土的液限与塑性指数的变化规律一致,以非线性的方式随着混合土混合比例的变化而变化,其中在混合土中含有膨润土的情况下,这种变化趋势更加明显.     

格栅加筋废弃钢渣的强度特性试验研究

提出了格栅加筋废弃钢渣的土工回填新技术,通过三轴固结排水试验研究格栅加筋废弃钢渣的抗剪强度特性。以玄武岩纤维格栅和江苏永钢废弃钢渣为例,分析在不同相对密实度、格栅加筋层数和围压下的格栅加筋废弃钢渣的应力应变特性,将格栅加筋废弃钢渣的抗剪强度特性与传统土、特殊土的抗剪强度特性以及前人研究的格栅或格室加筋特殊土的抗剪强度特性进行了比较。结果表明:各工况下的格栅加筋钢渣的黏聚力强度都远大于传统土类,且内摩擦强度也较高,达到砂类的摩擦强度;各工况下的格栅加筋钢渣的黏聚力强度弱于黄土与膨胀土,但其内摩擦强度则高于膨胀土与黄土。表明格栅加筋钢渣在较多工况下比传统土、特殊土以及格栅或格室加筋特殊土拥有更高的抗剪强度特性,可替换砂土应用于软基处理或加筋回填工程中。     

汶川大地震宏观震中问题的讨论

采用大地震诱发崩塌滑坡特点与地面破坏程度相结合,以及极震区几何中心方法,定性判定了汶川大地震的宏观震中位置。判定结果是汶川大地震应该有2个宏观震中,一是映秀镇牛圈沟为映秀极震区宏观震中,坐标位置:31.045 6°N,103.455 6°E;二是北川老县城为北川极震区宏观震中,坐标位置:31.863 7°N,104.361 0°E。两种判定方法相比,前者更符合山区特殊地质地貌环境下的地震破坏规律。     

对突发环境事件应急立法的思考

建立突发环境事件应急法律体系,是一项复杂的系统工程,需要较长时间.而目前急需综合性的和可操作的法律规范,对突发环境事件予以规制.因此,可行的办法是尽快制定过渡性的《突发环境事件应急条例》制定该条例必须把握突发环境事件的内涵与现状,理清现行相关法律规范,以确立条例的宗旨,调整范围和原则,并在此基础上建立完善的突发环境事件应急法律制度.     

钛改性锰矿的除砷效果及机理研究

天然锰矿是一种廉价、易得的除砷矿物材料,为了进一步提高天然锰矿的除砷效果和吸附容量,采用TiCl4对广西桂林天然锰矿进行改性,并对其改性的条件进行优化。实验结果表明最佳的改性条件为:TiCl4浓度为10 mg/L,浸泡时间为18 h,pH=3.05,振荡吸附时间为1 h。与天然锰矿的去除效率(82.95%和77.93%)相比,改性锰矿对As(Ⅲ)和As(Ⅴ)去除率分别可达94.87%和99.31%,相应的饱和吸附量分别为3.48 mg/g和3.27 mg/g,较天然锰矿各自提高了1.25 mg/g和1.21 mg/g。改性锰矿对As(Ⅲ)的吸附符合Freundlich等温吸附模型,对As(Ⅴ)的吸附更符合Langmuir等温吸附模型。     

Distribution pattern, behavior, and fate of antibacterials in urban aquatic environments in South China

Occurrence, behavior and fate of several groups of antibacterials were investigated in municipal wastewater, sewage sludge, and urban river water in China. Fluoroquinolones (e.g., ciprofloxacin, norfloxacin, and ofloxacin), macrolides (dehydroerythromycin, roxithromycin, and clarithromycin), sulfonamides (sulfamethoxazole and sulfamethazine) and trimethoprim were ubiquitously detected in the wastewater in China. Fluoroquinolones were generally the most abundant in the raw sewage, with a maximum concentration of up to 6415 ng L(-1) observed for norfloxacin. Sulfonamides and macrolides transported predominantly in the aqueous phase. A median percentage of 67% of sulfonamides and 86% of macrolides remained in the final effluent after treatment in sewage treatment plants. On the contrary, sorption played a significant role in transport of fluoroquinolones and approximately half of the fluoroquinolones finally ended up and persisted in the dewatered sludge. In the urban section of the Pearl River at Guangzhou, sulfonamides, trimethoprim, and macrolides were widely present at median concentrations of 22-735 ng L(-1), whereas fluoroquinolones were only occasionally detected at 2-152 ng L(-1), probably due to their strong tendency of partition to sediment and/or photodegradability. The result of principal components analysis suggests input of non-sewage derived sulfamethazine in the Pearl River. Seasonal variations of the antibacterials distribution in the wastewater are mainly ascribed to different consumption. Dilution effect by precipitation, however, also plays an important role in seasonal distribution of the antibacterials in the Pearl River.