中国城市PM2.5时空动态变化特征分析:2015-2017年

近年来我国雾霾事件频发.采用2015-2017年全国329个地级及以上城市PM_2.5浓度每小时监测数据,利用全域空间自相关法、自然正交函数和空间描述统计分析的方法,从时空视角来揭示PM_2.5浓度的时间动态变化规律以及空间分布特征.研究发现：①从全国范围内来看,PM_2.5浓度均值逐年降低,降幅最高为夏季,最低为冬季,PM_2.5浓度位于40~60 μg·m^-3之间的城市降幅较大.PM_2.5浓度年内表现为"冬高夏低,春秋居中"的时间动态变化规律,且各年PM_2.5浓度达优良率不断提高.②细颗粒物污染改善程度最大的为德州,京津冀城市群和长三角城市群改善程度居中.全国PM_2.5污染范围逐年缩小,但新疆西部和冀鲁豫仍为高污染区,西南和东南沿海地区为低污染区.各区域污染的空间集聚逐年缩小.优良达标率在空间分布特征上无显著变化.③"大气十条"部分指标已完成,未来细颗粒物污染治理重点区域仍以京津冀地区为核心.在防治空气污染方面,必须加强区域联防联控机制.     

进料浓度对鸡粪长期高温甲烷发酵的影响

通过固定水力停留时间（HRT）为20d,逐步提高进料总固体（TS）浓度为5.0%,7.5%和10.0%的方式提高有机负荷（OLR）,在高温（55±1）℃条件下开展鸡粪长期甲烷发酵实验并测定了各阶段污泥的比产甲烷活性（SMA）,探究氨氮浓度对鸡粪高温甲烷发酵的影响.结果显示,当进料TS由5.0%增至10.0%,出料氨氮浓度由（2.5±0.3）g/L增至（6.1±0.2）g/L,挥发性脂肪酸（VFAs）由（0.4±0.1）g/L增至（26.1±1.5）g/L,pH值由（8.3±0.2）降至（6.9±0.1）,产气率由（267.2±12.5）mL/g TS_in降至49.8±8.2mL/g TS_in,甲烷浓度由（67.2±1.3）%降至（36.0±1.7）%.长时间采用TS 10.0%的进料浓度,发酵系统中氨氮浓度最高达到7.5g/L,VFAs浓度达到27.0g/L,产气下降明显.氨氮抑制鸡粪高温甲烷发酵产气的初始浓度为2.5~3.0g/L.进料TS大于7.5%,鸡粪高温甲烷发酵会受到氨氮抑制.氨氮浓度的升高导致高温发酵体系利用乙酸产甲烷的能力降低,氨氮浓度达到5.5g/L,SMA降低60.0%;氨氮浓度达到7.0g/L,污泥利用乙酸产甲烷的活动几乎停止.     

深圳市城区和郊区黑碳气溶胶对比研究

为了解深圳地区黑碳气溶胶（BC）的污染特征,使用深圳市西涌（XC）站点（郊区）和竹子林（ZZL）站点（城区）2014年1月1日~2015年6月30日测得的BC浓度及常规气象资料,对比研究了深圳地区两个不同代表性站点的BC变化特征.结果表明：在观测期间,郊区XC和城区ZZL站点BC小时平均浓度分别为（1.12±0.90）,（2.58±2.00）μg/m³,本底浓度分别为（0.27±1.31）,（1.07±0.85）μg/m³,气溶胶吸收系数σ_abs分别为（5.87±4.81）,（13.47±10.50） Mm^-1,城区站点值均高于郊区站点.两站点BC浓度分布均为对数正态分布,且都呈现干季高、湿季低的季节变化特点.日变化分析表明ZZL站点BC浓度呈现明显的双峰结构,XC站点日变化不明显.通过计算两地的气溶胶波长吸收指数AAE值,发现两地AAE值均接近1,说明两地BC污染主要来源于化石燃料的燃烧.进一步分析可知XC站点西北方向32km处是世界第三大集装箱码头,当西北风达到一定程度时（10~20m/s）,码头排放的污染物将严重影响XC站点的BC浓度.后向轨迹聚类分析结果表明,XC站点主要受中远距离输送影响,ZZL站点主要受周边及本地污染源排放影响.     

大型综合购物广场中庭火灾烟气的数值模拟

中庭火灾的烟气流动与控制数值模拟是性能化消防设计的关键。借助Fluent软件,以广州某广场中庭为实例,考虑火源位置和补风口位置两因素,设计了不同的中庭类建筑火灾场景,并建立了数值模型。结果表明:当补风口稍高于火源时,不仅对火源的影响较小,还有利于烟气的排出;烟气中的CO向远距离处迁移时浓度变化较小;发生火灾时,中庭底部烟气的毒性危害高于烟气的高温危害。     

Perceived enjoyment,concentration, intention,and speed violation behavior: Using flow theory and theory of planned behavior

Objective: Road accidents are an important public health concern, and speeding is a major contributor. Although flow theory (FLT) is a valid model for understanding behavior, currently the nature of the roles and interplay of FLT constructs within the theory of planned behavior (TPB) framework when attempting to explain the determinants of motivations for intention to speed and speeding behavior of car drivers is not yet known. The study aims to synthesize TPB and FLT in explaining drivers of advanced vehicles intentions to speed and speed violation behaviors and evaluate factors that are critical for explaining intention and behavior.

Method: The hypothesized model was validated using a sample collected from 354 fully licensed drivers of advanced vehicles, involving 278 males and 76 females on 2 occasions separated by a 3-month interval. During the first of the 2 occasions, participants completed questionnaire measures of TPB and FLT variables. Three months later, participants' speed violation behaviors were assessed.

Results: The study observed a significant positive relationship between the constructs. The proposed model accounted for 51 and 45% of the variance in intention to speed and speed violation behavior, respectively. The independent predictors of intention were enjoyment, attitude, and subjective norm. The independent predictors of speed violation behavior were enjoyment, concentration, intention, and perceived behavioral control.

Conclusions: The findings suggest that safety interventions for preventing speed violation behaviors should be aimed at underlying beliefs influencing the speeding behaviors of drivers of advanced vehicles. Furthermore, perceived enjoyment is of equal importance to driver's intention, influencing speed violation behavior.     

氯苯紫外光降解产物对生物过滤塔运行性能的影响

生物过滤技术对难生物降解VOCs的处理效果较差,构建紫外光降解-生物过滤联合处理工艺是解决难生物降解VOCs处理的一个有效手段.已有研究表明,紫外光降解预处理对氯苯生物过滤塔的去除性能有促进作用.为了考察紫外预处理对生物过滤塔的影响机理,本研究分别考察了氯苯紫外光降解主要产物氯酚、乙酸以及副产物臭氧对生物过滤塔运行性能的影响.研究结果表明,加入乙酸降低了生物过滤塔的氯苯去除性能,在增加喷淋量后去除性能有所恢复.加入邻氯酚使生物过滤塔的氯苯去除性能略有降低.臭氧明显促进了生物过滤塔的氯苯去除性能,当进口臭氧浓度在60～120mg.m-3时,氯苯平均去除率可由70%提高到90%以上.因此,臭氧是紫外预处理促进生物过滤塔运行性能的主要因素.     

Evaluating the e ects of granular and membrane filtrations on chlorine demand in drinking water

In this study, chlorine decay experiments were conducted for the raw water from Nakdong River that is treated by Chilseo Water Treatment Plant (CWTP) situated in Haman, Korea as well as the e uents from sand and granular activated carbon (GAC) filters of CWTP and fitted using a chlorine decay model. The model estimated the fast and slow reacting nitrogenous as well as organic/inorganic compounds that were present in the water. It was found that the chlorine demand due to fast and slow reacting (FRA and SRA) organic/inorganic substances was not reduced significantly by sand as well as GAC filters. However, the treated e uents from those filters contained FRA and SRA that are less reactive and had small reaction rate constants. For the e uents from microfiltration, ultrafiltration, and nanofiltration the chlorine demand because FRA and SRA were further reduced but the reaction rate constants were larger compared to those of sand and GAC filter e uents. This has implications in the formation of disinfection by products (DBPs). If DBPs are assumed to form due to the interactions between chlorine and SRA, then it is possible that the DBP formation potential in the e uents from membrane filtrations could be higher than that in the e uents from granular media filters.     

纺织废水集中处理厂升级改造关键技术

某纺织废水集中处理厂接纳的主要废水为棉纺织、染整、洗毛、化工等综合性废水。这种废水成分复杂．污染程度高,混合废水CODCr质量浓度高达2000mg／L,pH值达13。为响应江苏省DB32／1072--2007《湖地区城镇地区水处理厂及重点工业行业主要水污染物排放限值》的新标准,研究了老污水厂升级改造的关键技术：首先采用清浊分流,将高浓度的退浆废水与洗毛废水经8d厌氧预处理,使CODCr质量浓度由8000mg／L降至1800mg／L．然后与印染废水混合,使调节池出水CODCr质量浓度从1600mg/L降至800mg／L左右;污泥量减少40％～50％;并深化曝气生物滤池处理工艺,采用气水联合反冲洗,节约80％反冲洗水,并使曝气生物滤池出水CODCr质量浓度稳定在60mg／L以下。     

一种土壤氡浓度测量方法的改进

通过对CDI-2000土壤测氡仪的排气方式和测量周期的分析,建立了新的测量方法。既充分利用了CDI-2000自动换片、自动抽气的优点,又在不影响测量精度的情况下提高了工作效率,节约了工作成本。