聊城冬季一重污染过程PM2.5污染特征及成因分析

北方秋冬季为重污染过程频发季节,为了解聊城市冬季重污染过程中PM_(2.5)及化学组分污染特征,于2016年1月7~11日在聊城市区开展PM_(2.5)样品采集并分析了其中水溶性离子、碳成分及无机金属元素这3种化学组分,并对污染特征及成因进行了分析.结果表明,此次污染过程PM_(2.5)浓度呈现明显的倒V字型,平均浓度为238.3μg·m~(-3),超过国家环境空气质量标准(GB 3095-2012)二级浓度限值2.2倍;NH_4~+、NO_3~-和SO_4~(2-)为PM_(2.5)的主要水溶性离子成分;随污染加重或减轻,NH_4~+、SO_4~(2-)、NO_3~-、Cl-和Mg~(2+)浓度呈现增加或降低趋势,而Ca~(2+)变化趋势与之相反.污染鼎盛时,NH_4~+、NO_3~-和SO_4~(2-)浓度分别为48.96、68.45和80.55μg·m~(-3),达到起始阶段的6.29、7.31和7.84倍;过程期间OC和EC的浓度为20.8~60.2μg·m~(-3)和3.0~7.5μg·m~(-3),OC浓度高于EC且变化幅度明显偏大;过程期间各日无机金属元素浓度和分别为10.2、22.4、16.0、19.6和8.2μg·m~(-3),富集因子(EF)结果显示,各元素EF均小于10,未被富集,表明污染过程中其主要来源于地壳等自然源;PM_(2.5)质量浓度重构结果表明,有机物(OM)、SO_4~(2-)和NO_3~-为PM_(2.5)的主要组分,其次为NH_4~+、地壳物质和其他离子,EC和微量元素含量相对较低.随着PM_(2.5)污染加重,二次无机盐(SO_4~(2-)、NO_3~-及NH_4~+)浓度及所占比例均随之增加,OM浓度随之增加但比例有所下降,而地壳物质浓度及比例均下降,表明二次无机转化是此次污染过程的主要原因,主要受燃煤和机动车排放影响.     

Carbonaceous and nitrogenous disinfection byproduct precursor variation during the reversed anaerobic–anoxic–oxic process of a sewage treatment plant

Disinfection byproduct(DBP)precursors in wastewater during the reversed anaerobic–anoxic–oxic(A~2/O)process,as well as their molecular weight(MW)and polarity-based fractions,were characterized with UV scanning,fluorescence excitation emission matrix,Fourier transform infrared and nuclear magnetic resonance spectroscopy.Their DBP formation potentials(DBPFPs)after chlorination were further tested.Results indicated that the reversed A~2/O process could not only effectively remove the dissolved organic carbon(DOC)and dissolved total nitrogen in the wastewater,but also affect the MW distribution and hydrophilic–hydrophobic properties of dissolved organic matter(DOM).The accumulation of low MW and hydrophobic(HPO)DOM was possibly due to the formation of soluble microbial product-like(SMP-like)matters in the reversed A~2/O treatment,especially in the anoxic and aerobic processes.Moreover,DOM in the wastewater displayed a high carbonaceous disinfection byproduct formation potential(C-DBPFP)in the fractions of MW100 k Da and MW5 k Da,and revealed an increasing tendency of nitrogenous disinfection byproduct formation potential(N-DBPFP)with decrease of MW.For polarity-based fractions,the HPO fraction of wastewater showed significantly higher C-DBPFP and N-DBPFP than hydrophilic and transphilic fractions.Therefore,although the reversed A~2/O process could remove most DBP precursors by DOC reduction,it led to the enhancement of DBPFP with the formation and accumulation of low MW and HPO DOM.In addition,strong correlations between C-DBPFPs and SUVA,and between N-DBPFPs and DON/DOC,were observed in the wastewater,which might be helpful for DBPFP prediction in wastewater and reclaimed water chlorination.     

A green method to synthesize flowerlike Fe(OH)3 microspheres for enhanced adsorption performance toward organic and heavy metal pollutants

Dyestuffs and heavy metal ions in water are seriously harmful to the ecological environment and human health.Three-dimensional(3 D) flowerlike Fe(OH)_3 microspheres were synthesized through a green yet low-cost injection method,for the removal of organic dyes and heavy metal ions.The Fe(OH)_3 microspheres were characterized by thermal gravimetric analysis(TGA),Fourier transform infrared(FT-IR),and transmission electron microscopy(TEM) techniques.The adsorption kinetics of Congo Red(CR) on Fe(OH)_3 microspheres obeyed the pseudo-second-order model.Cr~(6+) and Pb~(2+) adsorption behaviors on Fe(OH)_3 microspheres followed the Langmuir isotherm model.The maximum adsorption capacities of the synthesized Fe(OH)_3 were 308,52.94,and 75.64 mg/g for CR,Cr~(6+),and Pb~(2+) respectively.The enhanced adsorption performance originated from its surface properties and large specific surface area of 250 m~2/g.The microspheres also have excellent adsorption stability and recyclability.Another merit of the Fe(OH)_3 material is that it also acts as a Fenton-like catalyst.These twin functionalities(both as adsorbent and Fenton-like catalyst) give the synthesized Fe(OH)_3 microspheres great potential in the field of water treatment.     

长输管道穿(跨)越江河段泄漏应急处置探讨

分析了企业应急处置工作中存在的问题,针对输油管道穿(跨)越江河段泄漏应急处置提出了解决方案。     

河南省冬季3次重污染过程的数值模拟及输送特征分析

利用WRF-Chem模式模拟2015年11月27日—12月1日、12月5—14日、12月19—25日河南3次重污染过程,结合空气污染资料和ERA-Interim再分析资料,对比分析了这3次重污染过程的开始、持续和结束及污染物的输送特征.结果表明,静稳天气有利于污染的发展持续,3次重污染过程的结束均是由西路冷空气入侵造成的.第1次重污染过程平均风场上的风速均为小风或静风,从湖北到河南南部风向为偏南风;而第2和第3次重污染过程平均风场分别以偏东和偏北风为主.第2和第3次重污染过程中均存在明显的由北向南的污染物输送过程.3次重污染过程中,河南省本地排放对本省PM_(2.5)浓度的平均贡献率最大,而河南省周边区域对河南PM_(2.5)浓度的平均贡献率在这3次过程中不一样,第1次重污染过程,河南南部主要受偏南风影响,湖北对河南PM_(2.5)浓度的平均贡献率最大,为20.7%;第2和第3次重污染过程主要受偏东风影响,安徽和江苏对河南PM_(2.5)浓度的平均贡献率最大,分别为17.7%和18.5%.3次重污染过程中,安阳的主要污染输送源均不相同,分别来自河北、江苏和安徽、本省.     

基于蒙特卡洛模拟算法的环氧乙烷球罐多米诺效应风险分析

基于多米诺效应的故障概率模型,结合某化工公司环氧乙烷存储装置,借助ALOHA软件判定装置间的多米诺影响系数。在此基础上,分别应用分析算法和蒙特卡洛模拟算法对考虑到多米诺效应情况下一特定环氧乙烷球罐T_1的失效概率进行计算分析。结果表明,分析算法和蒙特卡洛算法的结果呈现出较好的一致性。并且随着时间的推移,2种方法的吻合度越来越高。本方法的提出有效地简化了考虑多米诺效应情况下多个装置失效概率的计算,所得结论为工厂对球罐间安全屏障的设计提供一定的借鉴作用。     

大规模突发事件应急资源调度的多目标鲁棒优化研究

为及时有效地控制大规模突发事件的不良影响,考虑应急响应系统中多种应急物资需求呈不确定性的特征,建立最小化总成本和总时间的多目标-两阶段临时配送中心选址和应急资源调度模型。采用相对鲁棒优化方法对模型进行求解,利用区间估计描述不确定性因素,并引入扰动系数和控制参数调节模型的鲁棒性和最优性。数值实验结果表明,该模型能有效解决需求不确定下应急资源调度网络的构建问题,且能保证应急决策良好的鲁棒性。最后,通过分析测算单目标与多目标模型下目标值的结果以及不同控制参数与扰动系数下目标值结果,进一步验证了该模型符合应急响应实际情况。     

利用多物种净水监测仪在线监测水体抗生素药物及有机磷农药

通过多物种净水监测仪(Multispecies Freshwater Biomonitor,MFB)监测斑马鱼在抗生素药物(恩诺沙星、磺胺嘧啶)和有机磷农药(乐果、马拉磷硫)暴露下的行为强度变化,以验证其作为监测水体环境中抗生素类药物和有机磷农药生物指标的可行性.结果表明,恩诺沙星、磺胺嘧啶对斑马鱼没有急性毒性,乐果、马拉硫磷对斑马鱼的LC50-96值(96h半致死浓度)分别是61、5.4mg.L?1.斑马鱼对环境变化的行为反应快速且敏感,随着药物浓度的增加,斑马鱼行为变化的强度增大,反应时间缩短,且行为强度的变化符合环境压力模型(Stepwise Stress Model,SSM).斑马鱼行为的改变与一般急性毒性实验结果有相关性,可以作为对抗生素和有机磷农药污染水质早期预警的生物在线监测指标.     

浅谈生态系统管理的内容和方法

生态系统管理的研究是当前生态学研究的热点,生态系统作为人类生存条件-资源和环境的保育基础,其管理的重要性已被广泛认识和接受。本文系统阐述生态系统管理的内涵、内容和步骤、方法,它的目标是恢复和维持生态系统的健康、高产和生物多样性以及生命的总体质量。这些都通过一种完全融合了社会和经济需求的自然资源管理方法来实现。尽管面临着许多挑战,生态系统管理依然显示出强大的生命力。     

Analysis of diffusion-adsorption equivalency of landfill liner systems for organic contaminants

The equivalence between multilayered barriers regarding diffusion and adsorption is analyzed by means of an analytical method. The bottom boundary of the liner system is defined by assuming concentration continuous and flux continuous conditions of the contaminant between the bottom liner layer and the underlying soil. Five different liner systems were compared in terms of solute breakthrough time. The results of the analysis show that breakthrough time of the hydrophobic organic compounds for a 2-meter-thick compacted clay liner (CCL) can be 3-4 orders of magnitude greater than the breakthrough time for a geosynthetic clay liner (GCL) composite liner. The GM/GCL and GM/CCL composite liner systems provide a better diffusion barrier for the hydrophilic organic compounds than that for the hydrophobic compounds due to their different Henry's coefficient. The calculated breakthrough times of the organic contaminants for the Chinese standard liner systems were found to be generally greater than those for the GCL alternatives, for the specific conditions examined. If the distribution coefficient increases to 2.8 for the hydrophobic compounds or 1.0 for the hydrophilic compounds, the thickness of the attenuation layer needed to achieve the same breakthrough time as the standard liner systems can be reduced by a factor of about 1.9-2.4. As far as diffusive and adsorption contaminant transport are concerned, GM or GCL is less effective than CCL.