好氧颗粒污泥自生动态膜生物反应器处理碱减量印染废水

自生动态膜生物反应器(SFDMBR)接种颗粒污泥启动,研究溶解氧浓度和水力停留时间对该反应器处理碱减量印染废水的影响。自生动态膜生物反应器形成稳定的动态膜后,出水浊度小于10 NTU,系统对浊度的去除率在90%以上,溶解氧和水力停留时间对反应器出水浊度基本无影响。系统对废水色度的去除率随着溶解氧浓度的提高和水力停留时间的延长而增加,但是系统对色度的去除效率一般不超过40%。溶解氧浓度由0.3 mg/L逐渐增大至2.4 mg/L,COD的去除率由40%提升至80%,而当溶解氧浓度大于1.0 mg/L后,UV254的去除率达到95%。水力停留时间在8~48 h时,COD去除效率由65%逐渐上升至85%左右;水力停留时间在8~32 h,UV254去除效率为68%~93%,超过32 h后水力停留时间对UV254去除效率的影响已不明显。     

Kinetics and mechanism for omethoate degradation by catalytic ozonation with Fe(III)-loaded activated carbon in water

The kinetics and mechanism for degradation of omethoate (OMT) by catalytic ozonation with Fe(III)-loaded activated carbon (Fe@AC) were investigated in this study with focus on identification of degradation byproducts. The rate constants of OMT reacting with ozone and hydroxyl radical (OH) were determined to be 0.04 and 5.3 × 10⁸ M^?1 s^?1 at pH 7.5 and 20 °C, respectively. OMT was predominantly degraded by OH in the catalytic ozonation with Fe@AC. The high-molecular-weight degradation byproducts identified were O,O,O-trimethyl phosphoric ester (TMP), pyrrolidin-2-one, N-methyl-2-sulfanylacetamide, 2-(methylthio)acetamide, O,O,S-trimethylthiophosphate (STMP), and N-methyl-2-(methylthio)acetamide. Besides, low-molecular-weight organic acids and inorganic anions were also detected and quantified, including formic, acetic and oxalic acids as well as nitrate, sulfate and phosphate ions. In the catalytic ozonation, TMP and phosphate were two major P-containing byproducts resulting from OMT degradation. The toxicity of OMT solution gradually decreased during the catalytic ozonation, indicating that Fe@AC is a safe catalyst for OMT removal by ozone in water.     

Concentrations and distributions of 18 organochlorine pesticides listed in the Stockholm Convention in surface sediments from the Liaohe River basin,China

Organochlorine pesticides (OCPs) were analyzed in 26 surface sediment samples from the Liaohe River basin, and the distributions of and potential environmental risks posed by OCPs in the basin were evaluated. Eighteen OCPs listed in the Stockholm Convention were determined using isotope-dilution gas chromatography–high resolution mass spectrometry. This is the first study of hexachlorobenzene (HCB) in the Liaohe River basin sediments. The total OCP concentrations were 0.39–68.06 ng g^?1 dry weight. The total α-, β-, γ-, and δ-hexachlorocyclohexane (HCH), the total dichlorodiphenyltrichloroethane (DDT – p,p′-dichlorodiphenyldichloroethane (DDD), p,p′-dichlorodiphenyldichloroethylene (DDE), o,p^'-DDT, and p,p′-DDT), and the HCB concentrations in the sediment samples were 0.1–28.48 ng g^?1 (mean 4.01 ng g^?1), 0.08–6.52 ng g^?1 (mean 3.07 ng g^?1), and 0.18–24.8 ng g^?1 (mean 4.38 ng g^?1), respectively. The HCB concentrations were higher than the concentrations of the other OCPs, and the HCHs and HCB together were the dominant OCPs. β-HCH was the most abundant HCH isomer. The concentrations of DDTs and other OCPs were relatively low, and the (DDE+DDD)/DDT ratios (>0.5) and DDD/DDE ratios (<1) indicated that no recent DDT inputs had occurred in the Liaohe River system. The main sources of HCHs were probably the historical production and agricultural use of HCH in the study area. The DDT and HCH concentrations were generally below or similar to the concentrations that have been found in other parts of the world. An ecotoxicological evaluation indicated that HCHs in surface sediments pose slight risks to human and ecological health in the Liaohe River basin.     

基于EMD-HHT可定位长输天然气管道第三方破坏事件监测技术

为适应目前管道安全监测需要,满足对扰动信号分类监测的实际需求,提出1种基于希尔伯变换和经验模态分解(EMD-HHT)的信号特征提取技术,利用基于φ-OTDR分布式光纤传感系统采集振动信号,通过EMD+HHT区分算法对管道沿线振动事件进行分解并提取6个典型特征向量,各特征事件数据经过EMD后选取IMF3为最终提取特征向量的原始数据,BP神经元网络可有效识别机械破坏、敲击破坏、车辆经过、人工挖掘、动力干扰5种事件。研究结果表明：在长输管道信号识别中,BP神经网络对5类事件平均识别率高达98.6%,该技术分类识别5类事件扰动信号,能够达到较高准确性,并且误报率平均在1.3%,能较好满足现场安全实时监测需求。研究结果对长输油气管道附近第三方破坏扰动信号分类监测具有一定参考意义。     

从安全经济学看道路交通事故频发原因

针对我国目前道路交通事故频繁发生的现象,文章指出了事故发生的原因,并重点从安全经济学的角度,分析了事故发生的深层原因。然后运用安全经济学和安全科学的基本理论,提出了防止道路交通事故频发的合理、有效的对策。     

Removal of 2-ClBP from soil–water system using activated carbon supported nanoscale zerovalent iron

We explored the feasibility and removal mechanism of removing 2-chlorobiphenyl(2-Cl BP)from soil–water system using granular activated carbon(GAC) impregnated with nanoscale zerovalent iron(reactive activated carbon or RAC).The RAC samples were successfully synthesized by the liquid precipitation method.The mesoporous GAC based RAC with low iron content(1.32%) exhibited higher 2-Cl BP removal efficiency(54.6%) in the water phase.The result of Langmuir–Hinshelwood kinetic model implied that the different molecular structures between 2-Cl BP and trichloroethylene(TCE) resulted in more difference in dechlorination reaction rates on RAC than adsorption capacities.Compared to removing2-Cl BP in the water phase,RAC removed the 2-Cl BP more slowly in the soil phase due to the significant external mass transfer resistance.However,in the soil phase,a better removal capacity of RAC was observed than its base GAC because the chemical dechlorination played a more important role in total removal process for 2-Cl BP.This important result verified the effectiveness of RAC for removing 2-Cl BP in the soil phase.Although reducing the total RAC removal rate of 2-Cl BP,soil organic matter(SOM),especially the soft carbon,also served as an electron transfer medium to promote the dechlorination of 2-Cl BP in the long term.     

粗放型绿色屋顶对多环芳烃的控制效果

构建4个粗放型绿色屋顶中试设施,考察不同基质组成的设施在实际降雨条件下出水中16种多环芳烃(PAHs)质量浓度并与降雨、沥青屋面径流、空白对照设施的出水进行对比.结果表明,8场监测降雨事件中,4种模拟屋面设施出流PAHs的平均质量浓度分别为145、166、151、160 ng·L~(-1),沥青屋面和空白对照设施出流PAHs的平均质量浓度分别为900 ng·L-1和270 ng·L~(-1),4个模拟设施出流PAHs质量浓度显著低于沥青屋面和空白对照设施;从质量负荷控制的角度,4个模拟设施均能有效控制屋面径流PAHs负荷,与空白屋面相比,平均负荷削减率为71.76%.绿色屋顶对PAHs的去除机制以基质材料的截留及吸附为主,同样基质配比的情况下,增加基质层厚度,能改善设施对PAHs的去除效果.将传统沥青屋面改造为粗放型绿色屋顶,有助于控制屋面径流PAHs排放.     

基于信访数据分析北京环境问题

分析了2006-2009年北京环境信访数据,结果显示：北京的环境信访主要集中在大气污染和噪声问题方面,两者分别占信访总量的60％和34％。大气污染包括工业废气、机动车尾气、锅炉烟尘、餐饮油烟、扬尘以及异味等。噪声问题主要是社会生活噪声、工业噪声、施工噪声以及交通噪声等。环境信访量的区域分布与污染源的数量以及人口密度相关。北京城市功能拓展区占全市环境信访的一半以上,发展新区和城市核心区比例分别为26％和13％,生态涵养区仅占4％。从区县分布来看,朝阳区和丰台区比例最高,分别占全市的20％和17％;远郊区县比例相对较低,延庆县不足1％。不同季节污染源排放强度及居民生活规律的差异造成北京环境信访量夏季高、冬季低,8月份信访量是2月份的5倍。奥运前,北京环境信访量不断攀升,其后有所回落,但近几年集中信访突出．     

正渗透去除地表水中DOM的效能研究

采用经砂滤处理后的滆湖水作为原料液,氯化钠溶液作为汲取液,在不同影响因素条件下进行正渗透试验,并对试验后的膜片进行清洗,探究膜污染的可逆性.结果表明:提高汲取液浓度、运行温度及膜面流速均可有效增加膜通量;正渗透对滆湖水体中的溶解性微生物代谢产物、类色氨酸、类富里酸和腐殖酸四种主要DOM成分均有较好的去除效果,DOC、UV₂₅₄截留率均在96%以上;短期运行通过水力清洗几乎可以完全恢复膜通量,而长期运行通过超声清洗可以基本恢复全部膜通量,通过分析膜清洗液可知造成膜污染的主要物质为类色氨酸类和类富里酸类物质.     

2014年北京市城区臭氧超标日浓度特征及与气象条件的关系

根据2014年1~12月北京市环境保护监测中心监测的O₃浓度数据,综合探讨了北京市O₃的时空分布及与其气象条件的关系.结果表明:2014年北京市全年O₃小时平均浓度约为56.18 μg·m^-3,O₃超标日小时平均浓度约为148.05 μg·m^-3且超标日主要集中在5~9月;超标日O₃日变化呈现单峰型分布,06:00或07:00为低谷,15:00、16:00左右达到峰值;超标日O₃浓度在09:00~23:00明显高于夏季同时间段浓度平均;空间分布上中心城区站点O₃浓度相对较低,而城区西部植物园站点浓度最高;统计的2014年北京市O₃超标日地面形势场3种类型高压类、低压类、均压类各占16%、36%、48%;超标日O₃浓度与气压、湿度、能见度呈负相关关系,与风速、温度呈正相关关系; 2014年5月29日~6月1日北京市发生的一次O₃重污染过程是由本地光化学污染及区域输送造成的,区域输送对北京市O₃浓度有着十分重要的影响.