Removal of nitric oxide from simulated flue gas via denitrification in a hollow-fiber membrane bioreactor

A hollow-fiber membrane bioreactor(HMBR) was studied for its ability to treat nitric oxide(NO) from simulated flue gas. The HMBR was operated for 9 months and showed a maximum elimination capacity of 702 mg NO/(m2·day) with a removal efciency of 86%(gas residence time of 30 sec, inlet NO concentration of 2680 mg/m3, pH 8). Varying operation parameters were tested to determine the stability and response of the HMBR. Both the inlet NO concentration and gas residence time influenced the removal of NO in the HMBR. NO elimination capacity increased with an increase in inlet NO concentration or a shortening of gas residence time. Higher removal efciency of NO was obtained at a longer gas residence time or a lower inlet NO concentration. Microbial communities of the HMBR were sensitive to the variation in pH value and alkalescence corresponding to an optimum pH value of 8. In addition, NO elimination capacity and removal efciency were inversely proportional to the inlet oxygen concentration. Sulfur dioxide had no great influence on elimination capacity and removal efciency of NO. Product analysis was performed to study N2O and N2 production and confirmed that the majority of the microorganisms were denitrifying bacteria in the HMBR. Compared to other bioreactors treating NO, this study showed that the denitrifying HMBR was a good option for the removal of NO.     

Determination of thiocyanate in the vacuum carbonate desulfurization wastewater

In acidic solution, thiocyanate molecules reacted with ferric ions to produce red complexes. The concentration of thiocyanate could be determined by spectrophotometer. The effects of wavelength, volume of color reagent, acidity and color time on absorbance were investigated. The interferences of co-existing ion were discussed as well. Results showed that the relation between absorbance and the concentration of thiocyanate was in accord with Beer's law when the concentration of thiocyanate was 2-20 mg/L. The linear regression equation was Absorbance = 0.0523 Concentration-0.0156, with a linear correlation coefficient of 0.9997. The average recovery rates of two kinds of vacuum carbonate desulfurization wastewater were 100.95% and 99.62%, and relative standard deviations were 0.79% and 0.14% respectively. It shows that the method was quick, high precision, accurate and easy to handle.     

改造滤岸对城市降雨径流中氮磷去除的中试研究

选择煤渣、锯末、沸石、麦饭石、土壤和马尼拉草构建了城市河岸带改造滤岸中试模型,并对其去除城市降雨径流中氮磷污染物能力进行了研究.结果表明,改造滤岸对表面径流和下渗径流中NH4+-N和TP具有良好的净化效果和较强的去除能力;NH4+-N平均去除率分别为66.5％和83.7％,TP平均去除率分别为42.6％和96.2％,出水水质分别可达国家地表水Ⅳ类和Ⅲ类水标准,模型稳定后对表层径流和下渗径流中TN的去除率可达20％左右;模型对NH4+-N、TN和TP的处理负荷分别为634.1～1114.5 mg-m-2·h-1、102.2 ～594.2mg· m-2·h-1和20.6～ 209.0 mg·m-2· h-1,表面径流大于下渗径流.模型内碳源(锯末)以及其他介质的添加虽然能够提高氮的转化能力,但也会影响模型对TN的去除率;下凹断面和末端断面对氮磷的去除率和去除负荷间存在一定的差异,但随着模型的稳定其差异逐渐降低.模型对氮磷的处理负荷与入水氮磷浓度呈显著正相关,说明模型具有一定的抗冲击能力.     

Fe0/荧光假单胞菌联合处理直接耐晒黑的脱色特性

采用荧光假单胞菌(Pseudomonas fluorescen,简称pf菌)与Fe0微粒构建Fe0/pf菌联合体系,处理了含偶氮类染料-直接耐晒黑(C.I.Direct black 19,简称DB19)废水.在中温((35±2)℃)条件下,比较了纯pf菌、纯Fe0微粒和Fe0/pf菌联合体系的脱色能力,并探讨了联合体系中供氧条件、初始pH值、Fe0投加量和染料初始浓度等因素对DB19脱色的影响.结果表明,在微需氧、菌接种量为5％(体积比)的条件下,染料初始浓度为100 mg·L-1、初始pH =7.0、Fe0投加量为500 mg·L-1时,联合体系内脱氢酶活性最高,处理约30 h后可实现90％以上的脱色率;与纯pf菌比较,Fe0/pf菌联合体系达到该脱色率的时间可提前约40 h.UV-vis和FT-IR光谱分析表明,联合体系中DB19染料的脱色过程是通过偶氮键断裂来实现的,而且部分含苯环或萘环结构的中间产物也可被降解.     

电磁炉电磁辐射水平调查

采用电磁辐射分析仪PMM8053B,按照《对人体暴露于家用及类似用途电器电磁场的测量方法》（EN62233：2008）监测标准,对市场上部分电磁炉的电磁辐射水平进行监测,结果显示：电磁炉的电场强度最高达106．04V/m,磁感应强度最高达69．03μT,超过EN62233的限值规定,并使电磁炉周围的环境电磁辐射水平明显升高。建议进一步开展电磁炉电磁辐射的系统研究,制定有关环保标准和管理体制,将电磁炉纳入电磁辐射法定监管范畴。     

废物管理活动中N_2O产生及排放研究进展

N_2O是一种重要的温室气体,并且对臭氧层有严重的破坏作用,因而在全球气候变化研究中受到广泛关注。随着人类活动的加剧,全球废物排放量呈上升趋势,且废物管理活动中产生的N_2O显著增加了全球温室气体的排放。废物管理活动中N_2O排放源主要包括废水处理、动物粪肥管理及生活垃圾处理处置系统。目前对废物管理活动中N_2O排放缺乏全面认识,文章综述了废物管理活动中N_2O排放机理及产生规律,指出应加强废物管理活动中N_2O减量化方向的研究。     

秦岭输水隧洞施工期废水水质评价及工艺研究

依据前期对施工废水水质的连续监测和分析检测结果,针对秦岭输水隧洞施工期废水水量较大、高SS等特点,基于水质矩阵分析原理,以废水处理后安全外排为约束,对各污染物进行权重分析,得出污染物对环境影响由高到低依次是SS、COD、Fe、NH3-N、TN、石油类。结果表明SS是制约隧洞施工废水安全外排的控制因子。根据废水污染物的构成,提出了以"混凝+沉淀+锰砂过滤+吸附"为核心的处理工艺,并用施工现场采集的废水以及人工模拟废水进行了实验室静态实验。结果表明,该处理工艺对悬浮物去除率达90%以上,对COD去除率约85%,对氨氮去除率约60%。处理后水质均能满足《地表水环境质量标准》(GB 3838-2002)中Ⅱ类水体指标。     

The air pollution effect of government economic growth expectations: evidence from China’s cities based on green technology

Environmental Science and Pollution Research - Based on the Government Work Report of 265 prefecture-level cities in China from 2004 to 2015, this article combines economic growth expectations data...     

Response of sulfhydryl compounds in subcells of Cladophora rupestris under Pb stress

Environmental Science and Pollution Research - This study aimed to determine the role of sulfhydryl compounds in the subcells of C. rupestris under Pb stress. Different concentrations (0, 0.5, 1.0,...     

宜昌市大气微塑料的分布、呼吸暴露及溯源

微塑料作为一种新兴环境污染物备受关注,但大气微塑料的来源和健康危害尚不明晰.为探究宜昌市不同功能区微塑料的分布特征和人体呼吸暴露风险,分析不同地区大气微塑料的可能来源,于2019年10～12月,采集和分析宜昌市16个观测点的大气微塑料样品,并利用HYSPLIT模型模拟大气后向轨迹.结果表明,宜昌市大气微塑料有纤维状、碎片状和薄膜状这3种形状;透明、红色、黑色、绿色、黄色和紫色这6种颜色;尺寸最小的为10.42μm,最大的为4 761.42μm;平均沉降通量为(4 400±474)n·(m²·d)^-1;种类有：聚酯纤维(PET)、丙烯腈-丁二烯-苯乙烯共聚合物(ABS)、聚酰胺(PA)、橡胶(Rubber)、聚乙烯(PE)、醋酸纤维素(CA)和聚丙烯腈(PAN)这7种.各功能区沉降通量依次为：城市居民区>农业生产区>垃圾填埋场>化工园区>城镇居民区.人体呼吸暴露风险评估模型表明,城市居民区成人和儿童每天大气微塑料摄入量(EDI)高于城镇居民区.大气后向轨迹模拟表明,宜昌市各区县大气主要受周边地区影响,部分大气微塑料可能来...