丁苯橡胶生产废水的生物降解特性

为研究丁苯橡胶生产废水的好氧生物降解特性,对某石化企业丁苯橡胶生产装置的生产废水进行好氧处理,并采用液液萃取-气相色谱/质谱、三维荧光光谱、紫外吸收光谱等手段对水质指标进行表征. 结果表明:经好氧生物降解后,丁苯橡胶废水中ρ(COD_Cr)和ρ(DOC)分别降至155和76 mg/L,COD_Cr和DOC去除率分别为76.07%和70.08%;废水中二苄胺、苯乙烯和十二烷基二甲基叔胺等9种主要特征有机物19 d内可被完全降解. 丁苯橡胶生产废水在λ_Ex/λ_Em(激发波长/发射波长)为225 nm/340 nm、215 nm/290 nm,275 nm/340 nm处有3个荧光峰,分别由二苄胺、十二烷基二甲基叔胺、苯乙烯、甲苯和苯甲醛等胺类、苯乙烯和芳香族化合物等有机物产生,好氧生物降解能去除废水中的绝大部分荧光物质,荧光峰强度的总去除率达到93.87%;废水中二苄胺、十二烷基二甲基叔胺、4-甲基环己酮、苯甲醛,苯乙烯、甲苯等有机物使丁苯橡胶生产废水分别在波长190~230、230~250、250~400 nm处有紫外吸收,好氧生物降解对UV₂₅₄的去除率达到52%. 研究显示,丁苯橡胶废水经单独好氧生物处理不能达到GB 31572—2015《合成树脂工业污染物排放标准》的要求,需结合其他方式进行联合处理.      

A new technique helps to uncover unknown peptides and disinfection by-products in water

正Environmental water samples can be extremely complex,with potentially thousands of molecules that can derive from natural organic matter(NOM)and thousands that derive from anthropogenic contaminants.As complex as these samples are,drinking water can be even more complex.Due to disinfectants that are used to treat drinking water(e.g.,chlorine,chloramines,     

吹扫捕集-气相色谱-质谱联用法测定地表水中1,2-二氯苯和1,4-二氯苯研究

通过吹扫捕集富集地表水中1,2-二氯苯和1,4-二氯苯,解吸后用气相色谱-质谱联用法同时测定,内标法定量,加入硫酸钠提高方法的灵敏度,优化并验证检测方法.1,2-二氯苯和1,4-二氯苯在一定浓度范围内线性关系良好,方法检出限为0.01 μg/L,加标回收率和测定结果的相对标准偏差较好,符合分析测试质量控制要求.具有操作简单、样品用量少、组分损失低、回收率高等优点,不对环境造成二次污染.     

A numerical model for drying of spherical object in an indirect type solar dryer and estimating the drying time at different moisture level and air temperature

A numerical model for simultaneous heat and mass transfer was developed for solar drying of spherical objects and the object considered is green peas. Solar collector outlet temperature is assumed as drying chamber temperature and justified through energy balance equations. Assumptions are imposed on heat and mass transfer governing equations without losing the physics of the problem. Discretization is performed by finite difference method with implicit scheme. To generalize, the governing equation and boundary conditions are non-dimensionalized. The set of finite difference equations was solved by Tridiagonal Matrix Algorithm and a computer code in MATLAB was developed to solve them. The drying curves showed two stages of drying, initial, and secondary drying stage. At all drying temperatures and drying time, the center moisture was maximum and it was minimum at the boundary. A percentage of 85.67 surface moisture content and 25.33% center moisture was eliminated in the first 1 hr at 348 K. The product should be dried up to 7.45, 4.74, and 3.74 hr at air drying temperatures of 318, 333, and 348 K respectively, to maintain 10% of the product’s initial moisture content. The result is compared with the experimental result from literature and they are found to be in good agreement.     

Street canyon ventilation and atmospheric turbulence

Operational models for pollutant dispersion in urban areas require an estimate of the turbulent transfer between the street canyons and the overlying atmospheric flow. To date, the mechanisms that govern this process remain poorly understood. We have studied the mass exchange between a street canyon and the atmospheric flow above it by means of wind tunnel experiments. Fluid velocities were measured with a Particle Image Velocimetry system and passive scalar concentrations were measured using a Flame Ionisation Detector. The mass-transfer velocity between the canyon and the external flow has been estimated by measuring the cavity wash-out time. A two-box model, used to estimate the transfer velocity for varying dynamical conditions of the external flow, has been used to interpret the experimental data. This study sheds new light on the mechanisms which drive the ventilation of a street canyon and illustrates the influence of the external turbulence on the transfer process.     

An Analysis of the Structure of the Simple Mass Balance Equation: Implications for Testing National Critical Loads Maps

The critical loads concept is used by the UN-ECEConvention on Long Range Transboundary Air Pollution(CLRTAP) for setting pollution reduction targets.Increasing numbers of countries are adopting the SimpleMass Balance equation (SMB) to calculate critical loads ofacidifying S and N for forest soils. The equation is madeup of a series of mass balances each of which is used tocalculate a leaching flux. The assumptions in the SMBequation were investigated by testing its ability topredict current sulphur load and by comparing each of thecalculated leaching fluxes to measured rates. It was notpossible to predict current sulphur load at our sites usingthe SMB equation. The leaching tests demonstrated that,primarily due to its steady state assumptions, the SMBequation generates critical loads that are theoretical longterm estimates of risk, and are untestable. Thesimplifying assumptions sometimes lead to illogicalresults. Some of these can be improved by adding a final,simple but dynamic, calculation step to determine theexpected time until effects are observed. Theacceptability of combining annual average data, which bestapproximates steady state, with a biological indicator isquestionable. It is not possible to test critical loadscalculated using the SMB equation when applied with all ofits assumptions but it is possible to test its fundamentalapproach using non steady state data.     

生物滴滤床净化二甲苯废气的性能研究

分别以大小两种拉西环作为生物滴滤床填料净化二甲苯废气,研究入口负荷、气体停留时间、营养液喷淋密度及营养液中氯化铵的质量浓度对生物滴滤床净化效果的影响.实验结果表明:随着入口负荷的增加,去除负荷也呈增加趋势,但二者并非线性关系.气体停留时间越长,去除效果越好.营养液中氯化铵的质量浓度对去除效果有显著影响,充足的氮源是高去除率的保证.在氮源充足的前提下,营养液喷淋密度对去除效果无显著影响.      

兰州市城关区2000年春季大气气溶胶特征及分析

通过对兰州市城关区2000年春季大气气溶胶的监测,分析了该地区总悬浮颗粒物(TSP)的质量浓度及飘尘的粒径分布规律.结果表明:春季该地区TSP及飘尘的污染十分严重;TSP的质量浓度的日变化为双峰型;粗粒子在飘尘中的比例比较大;气象条件、人为活动规律对TSP的质量浓度变化规律及飘尘的粒径分布规律影响较大.      

原子吸收法测定土壤中铜锌铅镉

通过对几种消解体系的对比 ,选择出铅、镉最佳的消解方法为硝酸 氢氟酸 双氧水体系 ;铜锌最佳的消解方法为硝酸 氢氟酸 高氯酸体系。不同方法既能达到全量分析的要求 ,又能使基体干扰降到最小。通过对标准样品的多次测定 ,测定值均在其保证值范围内 ,铅镉相对标准偏差为 2 2 %～ 7 2 % ,加标回收率在 83%～ 116 %之间 ;铜锌相对标准偏差为 2 6 %～ 4 5 % ,加标回收率在 92 %～ 10 3%之间。     

南宁市街区挥发性有机物暴露水平初步分析

通过多层吸附管采样和热脱附-气相色谱-质谱联用对南宁市街区及市郊青秀山的挥发性有机物(VOCs)暴露水平进行了分析.结果显示:南宁市街道大气VOCs中一些毒害性苯系物的质量浓度较高,其中苯、甲苯的平均质量浓度分别达到47.5和159.2 μg/m3,分别是对照点青秀山的2.9和2.0倍;苯及其取代物的特征显示,南宁市街区VOCs主要来自机动车的尾气,同时一些公共活动场所苯系物比值和变化特征有所不同,显示出除交通尾气外的其他来源对挥发性有机物的贡献.