上海市工业氨排放清单研究

为提高上海市氨排放清单的准确性,在资料更新的基础上,通过调查收集各类排放源信息和采用不同定量化方法获得排放量,对上海市氨工业排放源清单及其排放总量汇总统计。结果表明,该市工业源氨排放以城镇污水处理、固废处理、炼油行业为主,分别占全市工业源氨排放量的59.81%、20.85%和7.83%。这3大行业生产过程中氨等恶臭污染物的排放控制是上海市工业氨减排的重要方向。     

广州PM2.5污染特征及影响因素分析

对广州市2008—2010年PM_2.5质量浓度、影响因素数据资料进行整理统计,通过定性分析、定量计算以及对各物理量之间的相互作用过程研究,得出PM_2.5质量浓度变化特征和各影响因素之间的关系。结果表明,PM_2.5质量浓度变化呈现夏季和非夏季2种典型的季节性特征,夏季月平均值0.049 mg/m³,主要分布在0.03～0.05 mg/m³,非夏季月均值为0.063 mg/m³,分布于0.05～0.08 mg/m³之间;夏季、非夏季PM_2.5质量浓度超标率(采用美国EPA标准)分别为70.7%、77.8%,质量标准2倍、3倍以上出现的概率都表现出明显的季节性差异;PM_2.5与温度正相关,和其他因素负相关,其中与能见度相关性最大,其次是温度、风速,与降雨量相关性最差,与气压、相对湿度相关系数季节性特征显著。     

2021年苏州黑碳气溶胶浓度特征及来源解析

于2020年12月1日—2021年11月30日利用7波段黑碳仪（AE-31）观测苏州地区黑碳（BC）浓度变化特征,并使用黑碳仪模型和后向轨迹模型分析BC排放来源和潜在源区。结果发现,苏州地区BC年平均质量浓度为（1.29±0.64）μg/m³,冬季BC质量浓度最高,为（1.61±0.89）μg/m³,秋季为（1.34±0.61）μg/m³,春季为（1.23±0.48）μg/m³,夏季最低,为（1.03±0.43）μg/m³。各季节工作日、非工作日BC质量浓度日变化均呈早晚双峰分布规律。BC质量浓度与风速、气温、降水量呈负相关,与相对湿度相关性并不显著。黑碳来源解析结果表明,相比于固体燃料（如煤和生物质燃烧）,液体燃料（如交通排放）对苏州BC质量浓度的贡献在各季节均占主要地位（74.2%～76.3%）,且夏季最高,冬季最低。同时,后向轨迹模拟和浓度轨迹权重分析的潜在源区结果显示,与本地污染相比,影响苏州地区BC的更多为输送型气团;各季节BC的潜在源区也稍有差异,主要以西南方向的影响为主。     

污染天气条件下人工降雨对成渝西南区域环境空气质量的影响评估

基于成渝地区大气污染防控形势的严峻性,选取该区域西南部的乐山市作为研究对象,对2016—2020年人工降雨对该城市环境空气质量的影响进行研究。评估发现:冬季改善效果最好,平均每毫米降雨量可降低环境空气质量指数(AQI)约10,对应的SO₂、NO₂、CO、O₃、PM₁₀、PM_2.5浓度分别降低1.8 μg/m³、3.8 μg/m³、0.1 mg/m³、8.1 μg/m³、6.9 μg/m³、8.9 μg/m³;其次是春季,每毫米降雨量可降低AQI约8,对应的6项污染物浓度分别降低1.0 μg/m³、3.3 μg/m³、0.1 mg/m³、8.1 μg/m³、6.1 μg/m³、8.4 μg/m³;再次是夏季,每毫米降雨量可降低AQI约3,对应的6项污染物浓度分别降低0.6 μg/m³、1.6 μg/m³、0.03 mg/m³、6.9 μg/m³、1.2 μg/m³、2.0 μg/m³;秋季每毫米降雨量可降低AQI约1,对应的6项污染物浓度分别降低0.4 μg/m³、0.6 μg/m³、0.01 mg/m³、3.5 μg/m³、0.1 μg/m³、0.1 μg/m³。计算不同季节降雨总量与污染物削减量之间的Pearson相关系数,结果表明,春季人工降雨总量与O₃浓度削减总量呈显著正相关,夏、秋两季人工降雨总量与PM_2.5浓度削减总量呈显著正相关。     

湿法脱硫烟气中多形态颗粒物的测量方法及组分特征

为全面测量固定源湿法脱硫烟气中多形态颗粒物的排放浓度及其离子组成特征，提出了一种基于一级冷凝、二级过滤和一级冲击吸收的多形态烟气颗粒物的同步测量方法，外场实测了3种湿法脱硫和除尘工艺的排放水平。现场测试表明：简易湿法除尘脱硫（NaOH法）一体化装置烟气中可过滤颗粒物（FPM）浓度为（36±11）mg/m³，可逃逸颗粒物（EPM）浓度为（33±7）mg/m³；氧化镁法+布袋除尘工艺烟气中FPM浓度为（14±5）mg/m³，EPM浓度为（13±6）mg/m³；石灰石-石膏脱硫+电袋除尘工艺烟气中FPM浓度低，小于3 mg/m³，EPM浓度为（6±1）mg/m³；烟气中EPM是传统滤膜法检测FPM浓度的0.7~5.7倍，EPM的主要存在形态为冷凝液中的可溶解颗粒物（DPM），颗粒物的组分与脱硫方法密切相关，各形态颗粒物的主要组分是SO₄^2-、SO₃^2-、NO₃^-、NO₂^-、NH₄⁺、Cl^-、Na⁺、Mg²⁺和Ca²⁺等离子。     

Ag+-Cl--荧光素体系的离子缔合纳米微粒的共振非线性散射光谱及其在环境分析中的应用

在pH 3.5~4.4的醋酸盐缓冲溶液中, Ag⁺与Cl^-离子反应形成AgCl。当Ag⁺离子适当过量时,AgCl能与Ag⁺结合形成[AgCl·Ag]⁺阳离子,它能借静电引力和疏水作用力与荧光素一价阴离子(HL^-)反应形成离子缔合物[(AgCl·Ag)HL],该疏水性的离子缔合物能在水相挤压作用和范德华力的作用下彼此靠近而进一步聚集,形成平均粒径约为20 nm的纳米微粒[(AgCl·Ag)HL]_n。此时仅能引起吸收光谱和荧光光谱的微小变化,但能导致倍频散射(FDS)和二级散射(SOS)等共振非线性散射(RNLS)的显著增强,其最大FDS和SOS波长分别位于350和560 nm处。两种散射增强(ΔI^FDS和ΔI^SOS)在一定范围内均与氯离子浓度成正比,均可用于氯离子的测定。其中以FDS最灵敏,对于氯离子的检测,其线性范围是0.04~1.22 μg/mL, 检出限为10.9 ng/mL;在环境空气或无组织排放废气HCl的检测中,当采气体积为60L时,其线性范围是0.007~0.21 mg/m³,检出限为1.9×10^-3 mg/m³;在有组织排放废气样品中,当采气体积为10 L时,其线性范围是0.04~1.25 mg/m³,检出限为1.1×10^-2 mg/m³。该文研究了纳米微粒对吸收、RNLS光谱的影响、反应的适宜条件及影响因素,考察了共存物质的影响,表明方法有良好的选择性,据此利用上述反应发展了一种用SOS和FDS技术高灵敏度、高选择性和简便、快速测定环境空气和废气中HCl及环境水样中氯化物的新方法。文中还对反应机理进行了讨论。     

安庆市PM2.5碳质组分污染特征及来源解析

2020年3月2日—2021年2月28日在安庆市政务服务中心楼顶设置监测点,手工采集PM_2.5样品,运用多波段碳分析仪(DRI Model 2015)分析样品中碳质组分有机碳(OC)和元素碳(EC)质量浓度;利用OC/EC法、相关分析法和主成分因子分析法对PM_2.5中碳质组分的污染特征和可能来源进行解析。结果显示:安庆市手工采样期间PM_2.5平均质量浓度为(45.9±28.1)μg/m³,OC和EC的平均浓度分别为(8.0±3.4)、(1.4±0.6)μg/m³,在PM_2.5中占比为17.4%、3.1%。四季OC平均浓度分布为冬季(9.7±4.2)μg/m³ >春季(9.0±2.5)μg/m³ >秋季(8.3±2.9)μg/m³ >夏季(5.1±1.6)μg/m³,EC平均浓度分布为冬季(1.7±0.5)μg/m³ >春季(1.7±0.6)μg/m³ >秋季(1.3±0.4)μg/m³ >夏季(0.8±0.3)μg/m³。OC/EC范围为3.11~12.14,平均值为5.83,表明安庆市存在二次有机碳(SOC),SOC均值为(2.89±1.94)μg/m³,分别占OC和PM_2.5浓度的36.1%、6.3%;四季OC、EC相关性不显著,r均小于0.85,说明安庆市的碳质组分较复杂;在不同空气质量等级条件下,OC质量浓度随着污染等级的升高而逐渐升高,EC质量浓度随着污染等级升高而先升高后降低。利用主成分分析法进行来源解析发现,道路扬尘、燃煤、柴油车尾气是碳质组分的主要来源。     

济南市大气细颗粒物中二(口恶)英污染水平及季节变化

2021年对济南市大气PM_2.5中17种2,3,7,8氯取代二(口恶)英(PCDD/Fs)污染现状进行监测。对其异构体分布、指示性单体、季节变化规律等特征及其与常规污染物相关性进行了分析。结果表明:大气PM_2.5中PCDD/Fs浓度范围和年平均值分别为0.157~1.595 pg/m³和0.785 pg/m³,而毒性当量(以I-TEQ计)范围和年平均值分别为0.009~0.116 pg TEQ/m³和0.052 pg TEQ/m³。PCDD/Fs浓度与毒性当量季节变化特征显著,均呈现出冬季>春季>秋季>夏季的情况,可能由季节性排放源和气象条件不同导致。不同季节PCDD/Fs异构体分布模式一致,主要由高氯代(1,2,3,4,6,7,8-HpCDF、OCDD、OCDF和1,2,3,4,6,7,8-HpCDD)单体组成;而对毒性当量贡献最大的单体是2,3,4,7,8-PeCDF,其与总毒性当量具有较好的相关性。同时,PCDD/Fs浓度与SO₂、NO₂、PM_2.5等大气常规污染物呈显著正相关。这表明,大气PM_2.5中PCDD/Fs与常规污染物的生成和排放密切相关。     

离子色谱-柱后衍生可见光检测环境空气中六价铬和废气中铬酸雾

以硫酸铵-氨水溶液为淋洗液，二苯碳酰二肼为柱后显色剂，采用离子色谱-柱后衍生可见光检测环境空气中六价铬和废气中铬酸雾的含量。通过对分析条件的优化，建立了简便、灵敏、选择性好、准确性高和重现性好的分析气体中六价铬的方法。该方法在Cr⁶⁺浓度1.00~600 μg/L之间线性良好，当采集50 L有组织废气和20 L无组织废气时，铬酸雾分析的检出限分别为2.2×10^-5和1.1×10^-5 mg/m³，采集64 m³环境空气时，Cr⁶⁺分析的检出限为7.8×10^-9 mg/m³，以浸提后的样品水溶液连续进样得到其相对标准偏差为1.42%（n=8）。利用该法进行环境空气中六价铬和废气中铬酸雾的测定，回收率在80%~105%之间。监测结果显示：环境空气中六价铬含量处于极低状态；五金厂厂界废气中铬酸雾含量极低，约为5 μg/m³；五金厂废气排气筒监测的气体中则含有较高浓度的铬酸雾，其含量已经超过GB 21900—2008中规定的排放限值。     

西沙永兴岛黑碳浓度特征初探

2012年5月6—9日利用黑碳仪获得了西沙永兴岛小时黑碳浓度数据。结果显示,西沙永兴岛黑碳小时浓度值变化范围为0.1~2.9 μg/m³,平均浓度为0.6 μg/m³,80.5%的小时浓度数据集中在0.2~0.7 μg/m³;黑碳浓度与风速、降水密切相关,风速大于2.5 m/s有利于黑碳扩散,降水对黑碳冲刷作用明显;黑碳浓度与背景区域的瓦里关黑碳浓度相近,高于背景区域的南极中山站,明显低于国内的多个城市及郊区的黑碳浓度。     

北京市某典型污水处理厂氨气排放研究

在污水处理厂的格栅、沉砂池、初沉池、曝气池、二沉池采集气样,同时采集相应点位水样,分析各点位氨气排放特征及其与污水指标间相关性。在格栅间、污泥脱水间收集氨气浓度分析密闭车间氨气排放量,结果表明:水气界面格栅间氨气排放浓度最高,随着处理工艺的进行,氨气排放浓度呈下降趋势;氨气排放浓度与污水中氨氮浓度及总氮浓度有较好的线性关系;沉砂池及初沉池氨气挥发速率远高于曝气池和二沉池;各工艺段氨气排放量差异较大,污水厂污水氨气排放量为922 mg/m~3,初沉池对污水厂氨气贡献率最高,为78.8%。     

污水处理厂氮排放特征

为了更好地掌握污水处理厂运行和排放情况，在全国南方、北方分别选取3个省共11个城市122家污水处理厂，于2013年8—10月进行了专项监测。结果表明：75?4％的污水处理厂氨氮出水质量浓度小于2 mg／L，氨氮平均去除率达90?2％，但总氮的平均去除率仅为55?5％，污水处理厂排水中仍存在较多非氨氮形态的氮污染进入环境。氨氮排放达标的污水处理厂中，有约20％的总氮排放未达标。65?5％的污水处理厂出水氨氮占总氮的比例低于10％，而84?4％的污水处理厂进水中氨氮占总氮的比例高于50％。总氮是影响污水处理厂达标排放的主要污染因子。     

Assessment of aluminum bioavailability in alum sludge for agricultural utilization

Inorganic aluminum ions, [Al(H₂O)₆]³⁺, [Al(OH)(H₂O)₅]²⁺, and [Al(OH)₂(H₂O)₄]⁺, are toxic to a number of crops. The aim of this study was to estimate the danger of soil contamination of bioavailable aluminum and heavy metals forms because of alum sludge which was a by-product of water, and wastewater treatment technology using aluminum coagulant is introduced into the soil. Aluminum and selected heavy metal fractionation was carried out in the post-coagulation sludge collected at a water treatment plant (where aluminum was used as a coagulant), fermented sewage sludge at a municipal wastewater treatment plant (which did not apply aluminum coagulant), and soil from water treatment plant as well as the mixtures of sludge and soil. It has been found that post-coagulation sludge used as natural fertilizer is a secondary source of bioavailable aluminum, especially when aluminum coagulants are used during water and wastewater treatment. The evaluation of applicability of the sludge to very weak acidic and acidic agricultural soils was carried out. The authors shall debate the question whether, in this case, the Regulation of EU and Polish Government on sewage sludge should also take the bioavailable aluminum into account and add to the list of the elements whose allowable contents are limited.     

超低排放下燃煤电厂颗粒物排放特征分析研究

选取6家经过超低排放改造的燃煤电厂,对湿法脱硫(WFGD)和湿式电除尘器(WESP)进出口烟气中TPM、PM_(10)、PM_(2.5)、PM_1进行测试,分析研究超低排放下燃煤电厂颗粒物的排放特征及电除尘器后净化设备对颗粒物的脱除效果。结果表明,6家电厂TPM、PM_(10)、PM_(2.5)、PM_1排放浓度分别为0.75~2.36、0.71~2.12、0.65~1.96、0.51~1.57 mg/m~3。分析烟气中颗粒物粒径分布可知,除尘器后,PM10占TPM质量比低于40%,且比例随烟气经过WFGD和WESP而逐渐降低。WFGD对PM2.5有较好的脱除效果,而WESP对PM1脱除效果显著。为满足超低排放标准,6家电厂除尘器后脱除设备综合除尘效率大多在85%以上。计算得到6家电厂TPM、PM_(10)、PM_(2.5)、PM_1排放因子,与超低排放改造之前同等级燃煤电厂相比,6家电厂不同粒径颗粒物排放因子均显著降低,也远低于西方发达国家燃煤电厂颗粒物排放因子。     

Occurrence and distribution of polycyclic aromatic carbons in sludges from wastewater treatment plants in Guangdong, China

In this study, the occurrence and distribution of polycyclic aromatic hydrocarbons (PAHs) were investigated in six sludge samples collected from Guangdong Province, China. Concentrations of PAHs varying from 2,534.1 to 6,926.6 μg kg^???1 (dry sludge) were observed in three municipal wastewater treatment plants with phenanthrene (Phe), fluoranthene, and pyrene being the main compounds. In addition, 682.6 μg kg^???1 PAHs were detected in one sludge sample from a food processing plant, with fluorene, Phe, and chrysene being the main components. No PAHs were detected in sludge samples obtained from two cosmetic plants. The levels and distributional characteristics of PAHs, polychlorinated biphenyls (PCBs), and polycyclic musks (PMs) from the samples were also compared. The results of this comparison indicated that petrochemical refineries and road traffic played important roles in the PAH loads in sludge, while PMs primarily originated from domestic wastewater and industrial wastewater from cosmetic plants. Finally, the presence of 98.8 μg kg^???1 PCBs in sludge suggested diffusional emission sources from electrical components containing PCBs.     

HS-SPME/GC–MS analysis of volatile and semi-volatile organic compounds emitted from municipal sewage sludge

The aim of the research involved identification and semi-quantitative determination of unknown volatile and semi-volatile organic compounds emitted to air by sewage sludge formed in the process of municipal wastewater treatment in a sewage treatment plant. Samples taken directly after completion of the technological process as well as the sludge stored on the premise of the sewage treatment plant were analyzed. A simple method using off-line headspace solid-phase microextraction combined with gas chromatography–mass spectrometry has been proposed for extraction and detection of organic pollutants. For reliable identification of compounds, combination of two independent parameters: mass spectra and linear temperature programmed retention indices were employed. Over 170 compounds of different structure were identified including aliphatic and aromatic hydrocarbons, alcohols, esters, carbonyls, as well as sulfur, nitrogen, and chlorine containing compounds. The prevailing substances included: ethyl ether, n-hexane, p-xylene, o-xylene, mesitylene, m-ethylbenzene, limonene, n-decane, n-undecane, and n-dodecane. A few compounds such as methanetiol, dimethyl polisulfide, octaatomic sulfur, phthalic anhydride, and indoles were identified in the sludge for the first time.     

Evaluation of phosphorus loads from Ontario municipal wastewater treatment plants

Results are presented from an evaluation of the nature and accuracy of phosphorus loads discharged by Ontario municipal wastewater treatment plants into the Great Lakes. Data were examined for the 96 plants treating flows in excess of 4546 m³d^-1 for the period 1981 to 1985. For the Lake Erie, Lake Ontario/St. Lawrence River and Upper Great Lakes basins, total basin phosphorus loads were classified according to type of wastewater treatment system, the type of chemical added for phosphorus removal, plant capacity, and sampling frequency. Load estimation techniques were compared using the 1985 daily data from three representative treatment plants. Annual phosphorus loads were compared using the complete data records for the plants and using Monte Carlo techniques to simulate an incomplete data record typical of once per week effluent phosphorus sampling. Potential sources of bias were identified in annual phosphorus load estimates from municipal treatment plants.     

Mesophilic biomethanation and treatment of poultry waste-water using pilot scale UASB reactor

The feasibility of applying the up-flow anaerobicsludge blanket (UASB) treatment for poultry waste (faeces)water was examined. A continuous-flow UASB pilot scalereactor of 3.50 L capacity using mixed culture was operatedfor 95 days to assess the treatability of poultry waste-water and its methane production. The maximum chemicaloxygen demand (COD) removed was found to be 78% whenorganic loading rate (OLR) was 2.9 kg COD m^-3 day^-1 athydraulic retention times (HRT) of 13.2 hr. The averagebiogas recovery was 0.26 m³ CH₄ kg COD with an averagemethane content of 57% at mean temperature of 30 °C.Data indicate more rapid methanogenesis with higher loadingrates and shorter hydraulic retention times. At feedconcentration of 4.8 kg COD m^-3 day^-1, anaerobic digestionwas severely retarded at all hydraulic retention timetested. This complication in the reactor operations may belinked to build-up of colloidal solids often associated withpoultry waste water and ammonia toxicity. Isolates fromgranular sludge and effluent were found to be facultativeanaerobes most of which were Pseudomonas genera.     

上海城市污泥成分特性及分析方法研究

采用扫描电镜、X射线衍射仪、能量色散X荧光分析仪、原子吸收光谱等现代分析技术对上海市某污水处理厂的污泥中复杂的化合物的形貌及其中无机化合物的物种进行了综合分析,并对其中痕量重金属的分子存在状态进行分析和评价。     

Assessment of indoor airborne contamination in a wastewater treatment plant

The main objective of this work was to quantify and characterize the major indoor air contaminants present in different stages of a municipal WWTP, including microorganisms (bacteria and fungi), carbon dioxide, carbon monoxide, hydrogen sulfide ammonia, formaldehyde, and volatile organic compounds (VOCs). In general, the total bacteria concentration was found to vary from 60 to >52,560 colony-forming units (CFU)/m³, and the total fungi concentration ranged from 369 to 14,068 CFU/m³. Generally, Gram-positive bacteria were observed in higher number than Gram-negative bacteria. CO₂ concentration ranged from 251 to 9,710 ppm, and CO concentration was either not detected or presented a level of 1 ppm. H₂S concentration ranged from 0.1 to 6.0 ppm. NH₃ concentration was <2 ppm in most samples. Formaldehyde was <0.01 ppm at all sampling sites. The total VOC concentration ranged from 36 to 1,724 μg/m³. Among the VOCs, toluene presented the highest concentration. Results point to indoor/outdoor ratios higher than one. In general, the highest levels of airborne contaminants were detected at the primary treatment (SEDIPAC 3D), secondary sedimentation, and sludge dehydration. At most sampling sites, the concentrations of airborne contaminants were below the occupational exposure limits (OELs) for all the campaigns. However, a few contaminants were above OELs in some sampling sites.