PEM式臭氧消毒在地上游泳池水处理中的应用

采用臭氧法水处理系统对地上游泳池的循环水进行灭菌消毒,研究了臭氧用量、循环水流量和运行时间等因素对臭氧法灭菌效果的影响。结果表明,3组PEM臭氧发生器应用于21.2 m3的地上游泳池,在4 m3/h的循环水流量下运行12 h后,水中的细菌总数与大肠杆菌群数达到国家标准,去除率均在99%以上。与盐电解法水处理系统相比较,臭氧法水处理系统的优势在于:杀菌快速高效、出水水质的理化指标较好和运行费用低廉。     

两阶段曝气生物滤池的硝化性能

曝气生物滤池(BAF)是近年来受到广泛关注的一种新型污水处理技术,具有占地面积少、投资费用低、处理效率高、出水水质好等优点。现已被应用于许多污水处理厂的二级处理、深度处理以及污水的回用。实验以陶粒为填料,自行设计了升流式两阶段BAFs(UBAFs)处理模拟生活污水,考察了反应器运行条件对COD与氨氮去除影响,并探讨了UBAFs反应器内氮流失及同步硝化反硝化情况。结果表明,UBAFs对生活污水处理具有良好的净化效果。在进水COD和氨氮浓度分别为200~363 mg/L和16.8~31.3 mg/L条件下,UBAFs处理出水水质均达到《城市污水再生利用城市杂用水水质》(GB/T 18920-2002)标准,能够满足回用要求。通过采用氮平衡分析方法和借助电子扫描电镜技术,初步认为UBAFs反应器脱氮方式是由于在UBAFs第一阶段局部厌氧环境中以传统方式进行硝化反硝化脱氮,第二阶段是在好氧条件下,异养好氧硝化菌的同步硝化反硝化脱氮。     

Assessing heavy metal pollution in the surface soils of a region that had undergone three decades of intense industrialization and urbanization

Heavy metals in the surface soils from lands of six different use types in one of the world’s most densely populated regions, which is also a major global manufacturing base, were analyzed to assess the impact of urbanization and industrialization on soil pollution. A total of 227 surface soil samples were collected and analyzed for major heavy metals (As, Cd, Co, Cr, Cu, Fe, Hg, Mn, Ni, Pb, and Zn) by using microwave-assisted acid digestion and inductively coupled plasma–mass spectrometry (ICP-MS). Multivariate analysis combined with enrichment factors showed that surface soils from the region (>7.2?×?10⁴ km²) had mean Cd, Cu, Zn, and As concentrations that were over two times higher than the background values, with Cd, Cu, and Zn clearly contributed by anthropogenic sources. Soil pollution by Pb was more widespread than the other heavy metals, which was contributed mostly by anthropogenic sources. The results also indicate that Mn, Co, Fe, Cr, and Ni in the surface soils were primarily derived from lithogenic sources, while Hg and As contents in the surface soils were controlled by both natural and anthropogenic sources. The pollution level and potential ecological risk of the surface soils both decreased in the order of: urban areas?>?waste disposal/treatment sites?～?industrial areas?>?agricultural lands?～?forest lands?>?water source protection areas. These results indicate the significant need for the development of pollution prevention and reduction strategies to reduce heavy metal pollution for regions undergoing fast industrialization and urbanization.     

Bioaccessibility of polychlorinated biphenyls in workplace dust and its implication for risk assessment

Human exposure to bioaccessible PCBs via indoor dust is limited around the world. In the present study, the workplace dust sample from commercial office, hospital, secondary school, shopping mall, electronic factory and manufacturing plant were collected from Hong Kong for PCBs analyses. Total PCBs concentrations ranged from 46.8 to 249 ng g⁻¹, with a median of 107 ng g⁻¹. Manufacturing plant showed the highest concentration among all of sampling sites. PCB 77 was found as the dominant congeners. The bioaccessibility of PCBs in small intestinal juice ranging from 8.3% to 26.0% was significantly higher than that in gastric condition, ranging from 4.8% to 12.4%. In addition, significant negative correlations (p < 0.05) were observed between K_OW and bioaccessibility for all workplace dust samples. Risk assessment indicated that the averaged daily dose of dioxin-like PCBs via non-dietary intake of workplace dust, considering the bioaccessibility of PCBs, were much lower than the TDI of dioxins (2.3 pg WHO-TEQ kg bw⁻¹ d⁻¹) established by Joint FAO/WHO Expert Committee on Food Additives.     

Dechlorination of hexachlorobenzene using lead–iron bimetallic particles

Synthesized lead–iron (Pb/Fe) bimetallic particles were applied to dechlorinate hexachlorobenzene (HCB) under various conditions (e.g. bimetal amount, initial pH value, reaction temperature, and reaction duration). The results showed that adding Pb onto Fe benefited the dechlorination of HCB and the bimetal with 1.4% Pb content performed best. The degradation rate decreased regularly as the initial pH value of the aqueous increased from 1.9 to 11.1 except for pH 7.0 where the fastest dechlorination rate emerged. The dechlorination could be enhanced by increasing the amount of Pb/Fe or the reaction temperature. The dechlorination ratio of HCB within 15 min increased from 24.3% to 81.3% when Pb/Fe amount increased from 0.1 g to 0.8 g. The dechlorination followed pseudo-first-order kinetics, and the dechlorination rate constants were 0.0027, 0.0064, 0.0157, and 0.0321 min^?1 at 25, 50, 70, and 85 °C, respectively, and the activation energy (E_a) of the dechlorination by Pb/Fe was 37.86 kJ mol^?1.     

矿化垃圾床＋三维电极／电Fenton法处理老龄垃圾渗滤液

提出以二级矿化垃圾床为预处理单元,串联三维电极／电Fenton处理老龄垃圾渗滤液的组合工艺。矿化垃圾床处理后渗滤液中COD、氨氮、总磷、色度的去除率分别为80．55％、88．47％、98．32％和87．53％。通过单因素实验和正交实验,确定了三维电极／电Fenton法最佳工艺条件。经该组合工艺后,渗滤液中COD、氨氮、总磷和色度的最高去除率分别可达97．08％、95．24％、99．55％和96．92％,其中COD、总磷、色度这3个指标低于《生活垃圾填埋场污染控制标准》（GB16889．2008）表2规定的排放标准,为该组合工艺在实际中的应用提供重要理论依据。     

好氧-缺氧-闲置运行模式处理生活污水

在3个序批式反应器中,利用好氧-缺氧-闲置的运行模式处理实际生活污水,比较了不同曝气时间（2、3和4h）条件下的处理效果,结果表明,在R2（2 h）反应器中成功实现了单级好氧除磷和内聚物驱动的短程硝化反硝化。采用此反应器运行模式,对实际生活污水进行长期处理,反应器的COD、TN和TP的平均去除率分别为85.29%、74.09%和87.97%。本研究表明,在好氧-缺氧-闲置的运行模式下处理生活污水,能成功地实现单级好氧除磷与内聚物驱动的短程硝化反硝化的结合,并且在长期运行的过程中,能稳定地取得较好的脱氮、除磷效率。     

Precipitation of Charged Dust Particles on Electrostatic Screen

The purpose of this paper is to present collection performance dependence upon the parameters of channeled electrodes in a twostage precipitator. The practical channeled electrostatic screens are classified into two types and the respective theoretical collection efficiency equations are obtained by employing idealized models. It is shown that In normal operating conditions the most effective particle collection mechanism in the device is electrostatic precipitation rather than the Inertlal separation. It is also pointed out that the channeled electrode, in comparison with the plate-type, should be a narrow width. An empirical efficiency equation is recommended and the agreement between experimental data and empirical equation is within 6%.     

剩余污泥对活性黑KN-B的吸附性能

用剩余污泥对活性黑KN-B进行吸附研究,考察了pH、吸附时间、温度、盐类和污泥量等对活性黑KN-B吸附的影响.结果表明,剩余污泥对活性黑KN-B的吸附是一个快速过程,吸附时间可控制在30 min;其吸附过程可以用准二级动力学模型进行描述和预测;温度对污泥吸附活性黑KN-B产生的影响较小;其吸附等温线,25℃、35℃时与Freundlich方程拟合良好,45℃时则可以由Langmuir方程更好地描述.未调pH的剩余污泥,对pH≤2的废水中活性黑KN-B吸附性能良好;剩余污泥pH为1时,对pH＜12的废水中活性黑KN-B均可有效吸附;氯化钠浓度低于500 mg/L或氯化钠和硫酸钠的混合盐浓度低于100 mg/L时,有利于吸附;氯化钠浓度高于500 mg/L、混合盐浓度高于100 mg/L或单独加入硫酸钠后,随盐浓度的增加,吸附量呈下降趋势.