Particle concentration effect in adsorption/desorption of Zn（Ⅱ） on anatase type nano TiO2

Adsorption/desorption in a new Zn(II)-TiO2 adsorption system was investigated at different particle concentrations (Cp). TEM, SEM and XRD analyses revealed that the TiO2 particles were an aggregation of nano-sized (approximately 10 nm) pure anatase-type TiO2. Adsorption experiments were carried out with particle concentrations of 100, 400 and 1000 mg/L, and their adsorption isotherms were found to decline successively, showing an obvious Cp effect. Desorption experiments indicated that adsorption in this system was irreversible, and the irreversibility increased with increasing Cp. These phenomena could be explained by the MEA (metastable equilibrium adsorption) theory and the Cp effect could be modeled well with an MEA-Freundlich-type Cp effect isotherm equation. This study may help understand environmental behavior of contaminants on ultrafine natural particles.     

污水处理厂二级出水中总异养菌群对6种抗生素的耐受性研究

以北京市2座污水处理厂二级出水为研究对象,通过考察总异养菌群、抗性菌比例、浓度及抗生素对细菌的半抑制浓度,研究了二级出水中一般细菌对青霉素、氨苄青霉素、头孢氨苄、氯霉素、四环素和利福平6种抗生素在不同浓度下的耐受性.结果表明,2座污水处理厂出水中青霉素、氨苄青霉素、头孢氨苄和氯霉素抗性菌比例较四环素和利福平高.当抗生素浓度为32mg.L-1时,污水处理厂G二级出水中头孢氨苄抗性菌比例最高为59%,而污水处理厂Q二级出水中氯霉素抗性菌比例最高为44%.头孢氨苄抗性菌在污水处理厂G、Q出水中的浓度分别高达4.0×103 CFU.mL-1和3.5×104 CFU.mL-1,而氯霉素抗性菌浓度分别高达4.9×102 CFU.mL-1和4.6×104 CFU.mL-1.污水处理厂G中异养菌对头孢氨苄的耐受能力最强,其半抑制浓度〉32 mg.L-1;污水处理厂Q中,异养菌对氯霉素的耐受能力最强,其半抑制浓度为23.1 mg.L-1.污水处理厂二级出水中部分抗生素抗性菌污染严重,且稳定存在于低浓度抗生素的处理出水.     

Effects of building aspect ratio, diurnal heating scenario, and wind speed on reactive pollutant dispersion in urban street canyons

A photochemistry coupled computational fluid dynamics (CFD) based numerical model has been developed to model the reactive pollutant dispersion within urban street canyons, particularly integrating the interrelationship among diurnal heating scenario (solar radiation affections in nighttime, daytime, and sun-rise/set), wind speed, building aspect ratio (building-height-to-street-width), and dispersion of reactive gases, specifically nitric oxide (NO), nitrogen dioxide (NO₂) and ozone (O₃) such that a higher standard of air quality in metropolitan cities can be achieved. Validation has been done with both experimental and numerical results on flow and temperature fields in a street canyon with bottom heating, which justifies the accuracy of the current model. The model was applied to idealized street canyons of different aspect ratios from 0.5 to 8 with two different ambient wind speeds under different diurnal heating scenarios to estimate the influences of different aforementioned parameters on the chemical evolution of NO, NO₂ and O₃. Detailed analyses of vertical profiles of pollutant concentrations showed that different diurnal heating scenarios could substantially affect the reactive gases exchange between the street canyon and air aloft, followed by respective dispersion and reaction. Higher building aspect ratio and stronger ambient wind speed were revealed to be, in general, responsible for enhanced entrainment of O₃ concentrations into the street canyons along windward walls under all diurnal heating scenarios. Comparatively, particular attention can be paid on the windward wall heating and nighttime uniform surface heating scenarios.     

碱矿渣胶凝材料固化/稳定化铬污染土壤

使用碱激发矿渣胶凝材料固化/稳定化铬污染土壤。通过改变磨细矿渣掺量、碱激活剂的种类以及液固比,处理得到不同的土壤固化体,测定相应的无侧限抗压强度、Cr(Ⅵ)和总Cr的浸出浓度,以研究碱矿渣胶凝材料的固化/稳定化效果及其影响因素。结果表明:随着磨细矿渣掺量增加,土壤固化体强度增加,Cr(Ⅵ)和总Cr的浸出浓度下降。KOH与固体钠水玻璃组合作为碱激发剂时土壤固化体强度较高,浸出浓度较低。土壤液固比过低对降低浸出浓度不利,而过高则降低固化体强度。在碱的激发作用下,当矿渣掺量30%,液固比0.22时,处理后土壤固化体强度高达10MPa,Cr(Ⅵ)和总铬浸出浓度分别从57mg/L和65mg/L降至0.05mg/L和0.2mg/L以下。     

北京市BTEX的污染现状及变化规律分析

2008年10～2009年10月,利用前级浓缩-气相色谱/质谱法,对北京市大气中5种苯系物BTEX（苯、甲苯、乙苯、间、对二甲苯、邻二甲苯）的组成及浓度变化进行了采样分析研究.结果表明,北京市大气BTEX平均浓度为13.9～44.0μg.cm-3,其中甲苯的含量最高,苯次之,邻二甲苯含量最低,与国外城市和地区相比北京大气中BTEX浓度较低,研究发现北京市BTEX主要来自机动车排放,城市燃煤和工业溶剂挥发也是BTEX的重要来源.一年的观测结果表明,BTEX春、夏季节浓度较高,秋季浓度较低,季节性排放源的变化是BTEX季节变化的主要原因,同时也不能忽视温度和大风等天气因素对BTEX浓度的影响.受交通排放和边界层高度的影响,BTEX类化合物的日变化形式为夜晚高于白天,呈双峰形,日最低浓度出现在14：00前后.     

模拟气候变化对沈阳城市树木光合固碳能力的影响

以生长在沈阳市区内的银杏为试材,使用开顶箱模拟法对倍增CO2浓度（700μmol/mo）l和正常空气CO2浓度（≈350μmol/mo）l条件下,银杏生长参数、叶面积指数、不同天气中净光合速率日变化进行了初步研究,探讨了高浓度CO2对单株银杏光合固碳能力的影响。结果表明：CO2浓度增高可以显著提高银杏枝条的生长量和银杏的叶面积指数。经高浓度CO2处理后,银杏不同天气下光合速率日变化趋势与对照一致,即晴天为双峰曲线,多云天气为单峰曲线,但净光合速率显著高于对照（P〈0.001）。由于净光合速率和叶面积指数升高,高浓度CO2也显著提高了单株银杏的固碳释氧能力（P〈0.01）,晴天比对照提高了119.5%,阴天提高了175.4%。     

微波诱导改性活性炭催化处理低浓度抗生素废水

通过采用负载FeSO4活性炭、CuSO4活性炭和一般活性炭作为微波催化剂处理抗生素废水的对比实验,研究不同负载方法对抗生素制药废水COD去除的差别,结果表明,负载FeSO4的活性炭作为催化剂的微波处理系统对COD的去除率最高.以微波诱导负载FeSO4的活性炭为催化剂对抗生素制药废水进行处理,结果表明,增大负载FeSO4活性炭质量,微波辐射时间和微波功率,均有利于抗生素废水中COD的去除,但各影响因素的取值并不是越大越好.对微波诱导负载FeSO4活性炭催化工艺处理抗生素废水进行反应动力学分析,结果显示,过程近似一级反应,其动力学方程为:lnC0/C=0.1413t+5.4121,r=0.9876.反应动力学常数为0.1413 min-1.     

太湖梅梁湾磷化氢气体浓度和通量日变化

以太湖梅梁湾湖区为研究对象,考察水面上空磷化氢浓度和水-气界面磷化氢释放通量的习变化.结果表明,白天大气中磷化氢浓度(7.39±7.00)ng·m-3显著低于夜间(37.05±22.74)ng·m-3,光照是影响大气中磷化氢浓度的主要因素.磷化氢通量全天正负交替,白天平均通量(11.41±23.76)ng·m-2·h-1,水体为磷化氢的释放源;夜间平均通量为(-37.62±26.45)ng·m-2·h-1,水体表现为磷化氢的汇;一天内平均日变化为(-13.11±35.04)ng·m-2·h-1,磷化氢总体为从大气向水体迁移的过程.磷化氢通量与水温显著正相关,而与大气中磷化氢浓度显著负相关.相关性分析表明磷化氢与温室气体(甲烷、二氧化碳和氧化亚氮)均呈现负相关.     

区域空气质量监测网络优化布点方法研究

通过分析区域空气质量监测网络(RAQMN)优化布点的各种限制因素,利用空气质量模型模拟数据构建综合评价浓度,建立以最大贴近度为优化目标,以建设成本、地形、行政区域、人口布局和空间覆盖率等为约束条件的RAQMN优化布点方法.以珠江三角洲为案例背景,利用此方法分析了考虑常规污染物(SO2、NO2和PM10)、区域特征污染物(O3和PM2.5)和同时考虑包括常规、区域特征污染物等多种污染物组合3种情景下的RAQMN的优化布点.结果表明,该方法能够成功地应用于RAQMN的优化选址.与仅考虑常规污染物和仅考虑区域特征污染物的优化结果相比,同时考虑多种污染物优化结果的空间代表性更好,更能满足RAQMN的监测目标与优化布点的要求.     

我国二英污染水平和环境归趋模拟

运用Level Ⅲ逸度模型,研究了我国环境介质中二英的平均浓度水平和迁移规律. 比较不同尺度下的模拟结果表明,Level Ⅲ逸度模型可以应用于较大尺度的研究. 数据显示,虽然我国二英排放总量较大,但是环境介质中TEQ(指二英毒性当量质量浓度)平均值仍处于较低水平,大气中TEQ平均值仅为4.26～15.10 fg/m3,土壤中TEQ平均值为0.013 5～0.115 0 pg/g,沉积物中TEQ平均值为0.445～2.300 pg/g. 达到稳态时二英的外界输入影响较大,且主要的迁移过程是从大气到土壤.