剩余污泥发酵液对黏性膨胀污泥特性的影响

为了解决剩余污泥碱性发酵液作为低碳氮比生活污水外加碳源时引发的黏性污泥膨胀问题,采用序批式反应器(SBR),以剩余污泥碱性发酵液为进水碳源,对黏性膨胀污泥的沉降性能及其影响因素之间的相关性进行了系统研究。结果表明：当进水COD值为300~350 mg·L⁻¹时,随着运行时间的推移,污泥容积指数(SVI)逐渐升高,最终达到540 mL·g⁻¹,此时发生污泥黏性膨胀现象;黏性膨胀污泥表面负电荷由0.62 mV累积到29.49 mV,相对疏水性(RH)从44%下降至19%,污泥容积指数(SVI)与Zeta电位、相对疏水性(RH)呈负相关(R²分别为0.837 71和0.678 54),与污泥粒径不相关;胞外聚合物总量从31 mg·g⁻¹提高至39 mg·g⁻¹,但LB-EPS/TB-EPS的比例从0.92增加至2.92;与TB-EPS相比较,LB-EPS与污泥容积指数(SVI)、Zeta电位、相对疏水性(RH)具有显著相关性(R²分别为0.892 88、0.885 29和0.776 68)。以上结果揭示了以发酵液为碳源引发的黏性膨胀污泥特性的变化规律,可为实际工程中以发酵液为碳源的黏性污泥膨胀问题提供借鉴。     

氧化铁改性砂联合生物预处理对氨氮的吸附特性

对含氨氮(NH3-N)的微污染原水,采用自制氧化铁改性石英砂(iron oxide coated sand,IOCS)滤料强化过滤与生物预处理技术联合,进行强化处理与吸附效果研究.结果表明,采用强化挂膜法,生物预处理反应器的生物膜成熟期约为7 d,其对氨氮的去除率为60%~70%,但反应器中存在亚硝酸盐氮积累的现象.IOCS与生物预处理技术联合,对NH3-N的平均去除率为84.67%,出水NH3-N浓度均低于0.5 mg/L,NO2--N含量趋于0;而普通石英砂(RQS)在同等条件下,对氨氮的去除效果不稳定,平均去除率为74.31%,出水NH3-N平均浓度未达标,对NO2--N平均去除率仅有33.29%.在4 m/h滤速工况下,与生物预处理技术联合,IOCS和RQS对NH3-N最高去除率分别为94.3%和82.72%.IOCS与RQS的表面形态结构存在明显差异:前者的表面结构更加复杂多孔,比表面积大,有利于生物牢固附着;后者表面较光滑,比表面积小,挂膜后生物易脱落.     

Lead adsorption capacities of different components in natural surface coatings

Pb adsorption capacities of Fe oxide, Mn oxide and organic materials in natural surface coatings (biofilms and associated minerals) collected in three lakes, two ponds and a river in Jilin Province, China and Cayuga Lake in US were studied. A novel extraction technique was employed to remove one or more component(s) from the surface coatings. Pb adsorption to surface coatings before and after extraction was performed to determine the adsorptive properties of the extracted component(s). The statistical analysis of observed Pb adsorption was carried out using nonlinear least squares fitting (NLSF) to estimate the Pb adsorption capacity of each component of surface coatings. For each body of water, the estimated Pb adsorption capacity of Mn oxide( mol Pb/mol Mn) was significantly higher than that of Fe oxide( mol Pb/ mol Fe). The value of estimated adsorption capacities of organic materials with the unit mol Pb per kg COD was similar to or less than that of Fe oxides with the unit mol Pb per mol Fe. Comparison of components of surface coatings in different waters showed that the estimated Pb adsorption capacities of components in surface coatings developed in different natural waters were different,especially for Mn oxides.     

Assessment on the pollution of nitrogen and phosphorus of Beijing surface water based on GIS system and multivariate statistical approaches

This paper presented the characteristics of nitrogen and phosphorus pollution in Beijing surface water during the survey. A significant difference was found out in concentration distribution of various parameters of nitrogen and phosphorus. Most water bodies in five water systems were polluted by total nitrogen with the content even up to 120 mg/L which was higher than exceeded the fifth class standard of national surface water quality standard GB3838-2002 except for several segments of Chaobaihe and Yongdinghe. Ammonia and phosphorus showed a similar tendency of distribution with higher content in Daqinghe, Beiyunhe and Jiyunhe water systems, but with relatively low concentrations in Chaobaihe and Yongdinghe water systems. Meanwhile, nitrate was found at comparatively low content (mostly less than 10 mg/L) and could fit for corresponding water quality requirements. Totally, the water quality of Daqinghe, Jiyunhe and Beiyunhe river systems as well as the lower reaches of Yongdinghe and Chaobaihe was contaminated seriously with high content of total nitrogen and phosphorus. Through multivariate statistical approaches, it can be concluded that total nitrogen, ammonia and total phosphorus was highly correlated to chemical oxygen demand, biochemical oxygen demand, dissolved oxygen and electrical conductivity,which explained the same pollution source from anthropogenic activities.     

基于响应曲面法的臭氧生成敏感性分析

准确判断臭氧(O₃)生成敏感性对O₃污染成因分析和防控对策的制定至关重要.首次利用响应曲面方法设计最优试验方案,基于盒子模式模拟结果,快速量化O₃对其前体物变化的响应.结果表明,CO对O₃有正贡献,NO_x和VOCs与O₃呈现显著非线性关系,当φ(VOCs)与[φ(NO_x)-13.75]比值大于4.17时,为NO_x控制区,小于4.17时,为VOCs控制区;烯烃为影响O₃生成的关键VOCs组分,当φ(烯烃)与[φ(NO_x)-15]比值小于1.10且φ(烯烃)<35×10^-9时,烯烃有利于O₃的生成.响应曲面法在多因素和其交互作用对O₃生成影响的研究中取得了良好效果,为高效判断O₃敏感性提供了新的思路和方法.     

VOC emission caps constrained by air quality targets based on response surface model: A case study in the Pearl River Delta Region, China

Because of the recent growth in ground-level ozone and increased emission of volatile organic compounds (VOCs), VOC emission control has become a major concern in China. In response, emission caps to control VOC have been stipulated in recent policies, but few of them were constrained by the co-control target of PM_2.5 and ozone, and discussed the factor that influence the emission cap formulation. Herein, we proposed a framework for quantification of VOC emission caps constrained by targets for PM_2.5 and ozone via a new response surface modeling (RSM) technique, achieving 50% computational cost savings of the quantification. In the Pearl River Delta (PRD) region, the VOC emission caps constrained by air quality targets varied greatly with the NO_x emission reduction level. If control measures in the surrounding areas of the PRD region were not considered, there could be two feasible strategies for VOC emission caps to meet air quality targets (160 µg/m³ for the maximum 8-hr-average 90th-percentile (MDA8-90%) ozone and 25 µg/m³ for the annual average of PM_2.5): a moderate VOC emission cap with <20% NOx emission reductions or a notable VOC emission cap with >60% NO_x emission reductions. If the ozone concentration target were reduced to 155 µg/m³, deep NO_x emission reductions is the only feasible ozone control measure in PRD. Optimization of seasonal VOC emission caps based on the Monte Carlo simulation could allow us to gain higher ozone benefits or greater VOC emission reductions. If VOC emissions were further reduced in autumn, MDA8-90% ozone could be lowered by 0.3-1.5 µg/m³, equaling the ozone benefits of 10% VOC emission reduction measures. The method for VOC emission cap quantification and optimization proposed in this study could provide scientific guidance for coordinated control of regional PM_2.5 and O₃ pollution in China.     

长江中下游平原三个湖泊表层沉积物对磷的吸附特征

以长江中下游太湖、巢湖和龙感湖等3个湖泊表层沉积物(0～1cm)为对象,研究了不同沉积物对湖水中磷的吸附特性,并探讨了沉积物表面特性和化学组分等因素对磷的吸附行为的影响.结果表明:表层沉积物对磷的吸附作用主要发生在快吸附过程的前1～2h之内;湖泊表层沉积物对磷的吸附基本符合修正后的Langmuir型等温方程,不同采样点的表层沉积物中本底磷吸附量(QNAP)以及磷饱和吸附量(Qmax)差别显著,与采样点所处环境条件有很大关系.同时,沉积物的饱和吸附量与比表面积、活性铁、铝含量和有机质含量有较好的正相关性,相关系数分别为0 92,0 98,0 78和0 96;活性铁、铝含量与有机质含量之间也有较好的正相关性;颗粒物Zeta电位在一定程度上影响沉积物对磷的吸附能力.     

热液中金的沉淀机理研究综述

金的沉淀机理是了解热液金矿床成矿机制的关键。本文总结了金从热液中沉淀机理的最新研究成果，介绍了各种主要含金配合物的溶解度拨制机制，阐述了矿物表面吸附／还原以及电化学富集等矿物表面作用对金沉淀行为的制约。     

石英表面配合物与溶解动力学模型

阐述了石英表面配合物和溶解动力学机理之间的关系，指出了石英的反应性主要受负电性表面物种的控制，从而导致电解质、离子强度、pH等因素对石英溶解的催化效应．溶解达率的提高与反应活化能的降低成活化熵的增大有关。最后，介绍了在过渡态理论和表面反应模型基础上建立的石英溶解速率方程。     

硬化路面与温度场响应模型研究

硬化路面是城市热环境效应影响因素中较为重要的一个因素.笔者在研究了深圳市城市热效应的基础上,建立了一个三维动态模型对硬化路面条件下的温度场进行模拟.通过将模型的计算结果和在深圳的实测结果进行对比,发现2条曲线吻合较好,模拟结果十分接近实测结果.模型模拟结果还证明了硬化路面由于铺筑的材料具有较大蓄热、导热的能力,而且透水性差,因此温度升降都很快,对城市的热效应贡献大;城市绿化隔离带对城市温度场具有很好的调节作用,因此合理配置城市中的绿地对城市区域微热环境的改善能够起到很好的作用.