Immobilization of lead in anthropogenic contaminated soils using phosphates with/without oxalic acid

Understanding the effects of oxalic acid(OA) on the immobilization of Pb(Ⅱ) in contaminated soils by phosphate materials, has considerable benefits for risk assessment and remediation strategies for the soil. A series of phosphate amendments with/without oxalic acid were applied to two anthropogenic contaminated soils. We investigated the immobilization of Pb(Ⅱ) by KH2PO4, phosphate rock(PR), activated phosphate rock(APR) and synthetic hydroxyapatite(HAP) at different phosphate:Pb(P:Pb) molar ratios(0, 0.6, 2.0 and 4.0) in the presence/absence of 50 mmol oxalic acid/kg soil, respectively. The effects of treatments were evaluated using single extraction with deionized water or Ca Cl2, Community Bureau of Reference(BCR) sequential extraction and toxicity characteristic leaching procedure(TCLP)methods. Our results showed that the concentration of water extractable, exchangeable and TCLP-Pb all decreased with incubation time. The concentration of water-extractable Pb after120 days was reduced by 100% when soils were amended with APR, HAP and HAP + OA, and the TCLP-Pb was 5 mg/L for the red soil at P:Pb molar ratio 4.0. Water-soluble Pb could not be detected and the TCLP-Pb was 5 mg/L at all treatments applied to the yellow-brown soil. BCR results indicated that APR was most effective, although a slight enhancement of water-soluble phosphate was detected at the P:Pb molar ratio 4.0 at the beginning of incubation. Oxalic acid activated phosphates, and so mixing insoluble phosphates with oxalic acid may be a useful strategy to improve their effectiveness in reducing Pb bioavailability.     

Do vehicular emissions dominate the source of C6–C8 aromatics in the megacity Shanghai of eastern China?

The characteristic ratios of volatile organic compounds(VOCs) to i-pentane, the indicator of vehicular emissions, were employed to apportion the vehicular and non-vehicular contributions to reactive species in urban Shanghai. Two kinds of tunnel experiments, one tunnel with more than 90% light duty gasoline vehicles and the other with more than 60% light duty diesel vehicles, were carried out to study the characteristic ratios of vehicle-related emissions from December 2009 to January 2010. Based on the experiments, the characteristic ratios of C6–C8aromatics to i-pentane of vehicular emissions were 0.53 ± 0.08(benzene), 0.70 ± 0.12(toluene),0.41 ± 0.09(m,p-xylenes), 0.16 ± 0.04(o-xylene), 0.023 ± 0.011(styrene), and 0.15 ± 0.02(ethylbenzene), respectively. The source apportionment results showed that around 23.3% of C6–C8 aromatics in urban Shanghai were from vehicular emissions, which meant that the non-vehicular emissions had more importance. These findings suggested that emission control of non-vehicular sources, i.e. industrial emissions, should also receive attention in addition to the control of vehicle-related emissions in Shanghai. The chemical removal of VOCs during the transport from emissions to the receptor site had a large impact on the apportionment results. Generally, the overestimation of vehicular contributions would occur when the VOC reaction rate constant with OH radicals(k OH) was larger than that of the vehicular indicator, while for species with smaller k OH than the vehicular indicator, the vehicular contribution would be underestimated by the method of characteristic ratios.     

Effect of AlCl3 concentration on nanoparticle removal by coagulation

In recent years, engineered nanoparticles, as a new group of contaminants emerging in natural water, have been given more attention. In order to understand the behavior of nanoparticles in the conventional water treatment process, three kinds of nanoparticle suspensions, namely multi-walled carbon nanotube-humic acid (MWCNT-HA), multi-walled carbon nanotube-N,N-dimethylformamide (MWCNT-DMF) and nanoTiO₂-humic acid (TiO₂-HA) were employed to investigate their coagulation removal efficiencies with varying aluminum chloride (AlCl₃) concentrations. Results showed that nanoparticle removal rate curves had a reverse “U” shape with increasing concentration of aluminum ion (Al^3 +). More than 90% of nanoparticles could be effectively removed by an appropriate Al^3 + concentration. At higher Al^3 + concentration, nanoparticles would be restabilized. The hydrodynamic particle size of nanoparticles was found to be the crucial factor influencing the effective concentration range (ECR) of Al^3 + for nanoparticle removal. The ECR of Al^3 + followed the order MWCNT-DMF > MWCNT-HA > TiO₂-HA, which is the reverse of the nanoparticle size trend. At a given concentration, smaller nanoparticles carry more surface charges, and thus consume more coagulants for neutralization. Therefore, over-saturation occurred at relatively higher Al^3 + concentration and a wider ECR was obtained. The ECR became broader with increasing pH because of the smaller hydrodynamic particle size of nanoparticles at higher pH values. A high ionic strength of NaCl can also widen the ECR due to its strong potential to compress the electric double layer. It was concluded that it is important to adjust the dose of Al^3 + in the ECR for nanoparticle removal in water treatment.     

Effect of aeration rate on composting of penicillin mycelial dreg

Pilot scale experiments with forced aeration were conducted to estimate effects of aeration rates on the performance of composting penicillin mycelial dreg using sewage sludge as inoculation. Three aeration rates of 0.15, 0.50 and 0.90 L/(min·kg) organic matter(OM) were examined. The principal physicochemical parameters were monitored during the 32 day composting period. Results showed that the higher aeration rate of 0.90 L/(min·kg) did not corresponded to a longer thermophilic duration and higher rates of OM degradation;but the lower aeration rate of 0.15 L/(min·kg) did induce an accumulation of NH+4-N contents due to the inhibition of nitrification. On the other hand, aeration rate has little effect on degradation of penicillin. The results show that the longest phase of thermophilic temperatures ≥ 55°C, the maximum NO-3-N content and seed germination, and the minimum C/N ratio were obtained with 0.50 L/(min·kg) OM. Therefore, aeration rates of0.50 L/(min·kg) OM can be recommended for composting penicillin mycelial dreg.     

植被收割对滨海湿地沉积物中CO_2和N_2O释放的影响

为了揭示冬季滨海湿地植被收割对其沉积物中温室气体释放的影响,以长江入海口典型滨海湿地——崇明东滩为研究对象,观测季节性(冬季)植被收割(分别于收割后第0天、第10天、第30天、第60天采样)与不收割条件下芦苇(Phragmites australis)、米草(Spartina alterniflora)、芦苇-米草交互带和光滩沉积物中CO2与N2O的释放特征.结果表明:1米草和芦苇-米草交互带植被收割并未增加沉积物中CO2的释放(P0.05),但芦苇收割可能会增加N2O的释放(P0.05),说明植被收割对湿地沉积物中CO2和N2O释放的影响与植被类型密切相关.2与芦苇带相比,米草和芦苇-米草交互带沉积物中CO2累积释放量分别高出12%~57%和17%~43%,但芦苇植被覆盖下沉积物中N2O累积释放量分别比二者高出11%~81%和8%~95%.可见,米草和芦苇-米草交互带沉积物碳的呼吸损失明显高于芦苇带,但芦苇植被覆盖下沉积物中N2O逸失量相对较高.34种植被类型下,沉积物中N2O累积释放量为0.1~0.4 mg/kg,CO2累积释放量则高达1 024~2 645 mg/kg.因此,冬季滨海湿地植被收割不会显著增加N2O的温室效应,但选择性收割米草有望减少沉积物碳的呼吸损失.     

基于QSAR和ICE模型的磺胺类药物的水质基准研究

药物水环境污染是一个严重的环境问题,引起了人们越来越多的关注。磺胺类药物是一类广泛使用的药物。文章应用水质毒性快速检测仪测定一系列磺胺类药物的发光菌毒性,建立发光菌毒性QSAR模型,从而解决ICE模型的基准物种毒性数据缺失的问题。基于发光菌毒性测试和QSAR、ICE毒性估算方法获得更多毒性数据,初步推导了保护水生生物的磺胺类化合物的水质基准,并为建立更加具有生态统计学意义的物种敏感性分布(SSD)模型提供一定的数据支撑。同时,结合国内外水环境中磺胺类药物的暴露水平,对我国磺胺类药物的风险水平做了初步评估,其中磺胺甲恶唑、磺胺嘧啶和磺胺喹恶林的风险较高。     

郑州市环境空气中VOCs的空间分布及源解析

郑州市环境空气中挥发性有机物(VOCs)以芳香烃、醛酮类、烷烃类为主。各类挥发性有机物的年度平均浓度,芳香烃类为131μg/m3、烷烃类为118μg/m3、酮类为84.3μg/m3。年平均浓度最高的化合物为丙酮(66.2μg/m3)、乙醇(27.5μg/m3)、正十一烷(24.4μg/m3)和甲苯(17.2μg/m3)。挥发性有机物浓度在水平方向上的分布特征为城市老区和工业区最高,其他各功能区基本持平,但城市间的挥发性有机物污染分界不明显;高度方向上,40m左右达到浓度峰值;PCA和PMF源解析结果显示,机动车尾气和工业排放为主要污染源,分别占源总量的34%和19%。     

活性炭负载MnO_x结合等离子体降解甲苯

通过对比Mn Ox/AC、AC、无催化剂对甲苯的去除率和副产物的浓度,得知Mn Ox能大大提高甲苯去除率和降低副产物浓度。实验同时研究了负载量、煅烧温度和载体活性炭的活化对甲苯去除率的影响,实验表明:20%Mn Ox负载经过850℃活化的活性炭在350℃下煅烧得到的催化剂的活性最高。试验用BET、XRD和红外对催化剂进行了表征,研究发现,经过活化的催化剂比表面积高于没有活化的催化剂,随着负载量的增加比表面积降低,温度为250℃时硝酸锰主要分解为Mn2O3,温度为350℃时主要分解产物为Mn3O4,温度为450℃时主要为Mn O。红外表明反应后的催化剂表面氧化基团增加。     

基于演化博弈的流域生态补偿与监管决策研究

在假定一个上游政府已经与一个下游政府签订流域生态保护协议的基础上,利用演化博弈理论分析了上游政府面向辖区内行为主体的生态补偿与监管决策问题。根据得益矩阵建立了流域生态保护策略选择的演化博弈模型,利用复制动态分析了3种情况下的演化稳定策略,并基于演化博弈分析给出了流域生态补偿与监管的政策建议。     

江苏省太湖流域农村生活污水处理技术评价

农村生活污水处理技术种类繁多,实际应用效果参差不齐,且各类技术缺乏对实际工程实施的指导。针对江苏省太湖流域农村生活污水排放特点,研究了毛细管渗滤沟处理技术、厌氧池-人工湿地组合工艺、厌氧滤池-氧化塘-生态渠技术、SBR-化学除磷和膜生物反应器等技术的工艺参数、处理效果、投资估算和操作管理要求,并对各项技术进行综合评估。针对不同的污水处理规模,总结不同地区相应的推荐处理技术。