一个远距离输送-化学转化模式及其在酸雨研究中的应用

建立了一个将空气污染物远距离输送和大气边界层内气相化学反应模式相结合的拉格朗日模式,并应用于华南的酸雨研究.观测的SO_2浓度及硫酸盐浓度与计算结果比较,效果较好.     

中国市政污泥中磷的含量与形态分布

于2016年采集了全国46个城市的市政污泥样品,运用SMT法测定了污泥中不同形态磷的含量.结果表明,我国市政污泥中总磷（TP）、无机磷（IP）、非磷灰石态无机磷（NAIP）、磷灰石态无机磷（AP）、有机磷（OP）和生物有效磷（NAIP+OP）的平均含量分别为（17.32±5.13）、（11.71±4.01）、（9.18±3.44）、（3.03±2.74）、（4.54±4.23）和（13.72±4.36）g·kg^-1.其中IP是污泥中磷的主要存在形态,占TP含量的60%以上;NAIP是主要的无机磷形态,占IP含量的66%以上.污泥中生物有效磷占TP含量的比例介于66.8%~96.1%之间,二者呈现极显著正相关关系（r=0.942,P<0.01）.市政污泥磷含量和排放量总体上呈现东高西低的空间分布规律.2016年随污泥处置排放入环境的磷达到了1.04×10⁵ t,其中1.95×10⁴ t随污泥农用进入土壤,4.69×10⁴ t进入填埋场,1.47×10⁴ t进入建筑材料中,2.34×10⁴ t经垃圾焚烧进入焚烧灰,4.50t被直接倾倒丢弃.与历史数据对比发现,我国市政污泥中总磷的含量呈现先升高、后降低的变化趋势.     

南方某水库水体中抗生素生态与健康风险研究

环境中大量残留的抗生素将对生态环境和人体健康造成潜在危害。本研究采用风险商值法(RQ)评价了林肯霉素、红霉素(脱水)、罗红霉素、磺胺甲噁唑、磺胺二甲嘧啶、头孢呋辛、头孢氨苄、甲硝唑、阿莫西林和氯霉素10种抗生素对南方某水库水体产生的生态风险,并对10种抗生素进行了化学非致癌物风险评价。结果表明,7个采样点中共检出8种抗生素,残留量在1.2~130.0 ng·L~(-1)之间。红霉素(脱水)、林肯霉素、磺胺甲噁唑这3种抗生素在丰水期、枯水期的所有采样点均有检出,磺胺二甲嘧啶和头孢呋辛在枯水期的检出率也为100%,而氯霉素和阿莫西林在7个样点均未检出。风险评价结果表明,除个别样点外,该水库抗生素残留的整体风险不高。丰水期和枯水期A河水体中磺胺甲噁唑的生态风险商大于1,A河(丰水期和枯水期)、B河(丰水期)和库中3号样点(枯水期)的联合毒性风险商大于1,表明这3个样点的抗生素残留对生态环境存在较严重的威胁,其余采样点抗生素的联合毒性风险商处于0.1到1之间,需长期观测其抗生素的环境动态,以避免高风险危害的发生。该水库10种抗生素残留引起的非致癌物风险数量级在10~(-1)5到10~(-1)2之间,说明该水库中10种抗生素通过饮水途径引起的非致癌风险很低,远低于可接受风险水平,甚至远低于可忽略风险水平。     

Combination of steam-enhanced extraction and electrical resistance heating for efficient remediation of perchloroethylene-contaminated soil: Coupling merits and energy consumption

● Coupling merits of SEE and ERH were explored by a laboratory-scale device. ● SEE promotes the soil electrical conductivity and ERH process. ● Preheating soil by ERH improves the soil permeability and SEE. ● Combined method is more energy-efficient for perchloroethylene extraction. In situ thermal desorption (ISTD) technology effectively remediates soil contaminated by dense nonaqueous phase liquids (DNAPLs). However, more efforts are required to minimize the energy consumption of ISTD technology. This study developed a laboratory-scale experimental device to explore the coupling merits of two traditional desorption technologies: steam-enhanced extraction (SEE) and electrical resistance heating (ERH). The results showed that injecting high-density steam (> 1 g/min) into loam or clay with relatively high moisture content (> 13.3%) could fracture the soil matrix and lead to the occurrence of the preferential flow of steam. For ERH alone, the electrical resistance and soil moisture loss were critical factors influencing heating power. When ERH and SEE were combined, preheating soil by ERH could increase soil permeability, effectively alleviating the problem of preferential flow of SEE. Meanwhile, steam injection heated the soil and provided moisture for maintaining soil electrical conductivity, thereby ensuring power stability in the ERH process. Compared with ERH alone (8 V/cm) and SEE alone (1 g/min steam), the energy consumption of combined method in remediating perchloroethylene-contaminated soil was reduced by 39.3% and 52.9%, respectively. These findings indicate that the combined method is more favorable than ERH or SEE alone for remediating DNAPL-contaminated subsurfaces when considering ISTD technology.     

Long-term operation of biofilters for biological removal of ammonia

Biological removal of ammonia was investigated using two types of packing materials, compost and sludge in laboratory-scale biofilters (8l reactor volume). The aim of this study is to investigate the potential of unit systems packed with these supports in terms of ammonia emissions treatment. Experimental tests and measurements included analysis of removal efficiency, metabolic products, and results of long-term operation. The inlet concentration of ammonia applied was 20-200 mg m-3. The ammonia loading rates of 24.9-566 g NH3 m-3 d-1 to compost biofilter (BF3) and 24.9-472 g NH3 m-3 d-1 to sludge biofilter (BF4) were applied for 210 days, respectively. Removal efficiencies of the compost and sludge biofilters were in the range of 97-99% and 95-99%, respectively when the inlet concentration of ammonia was below 110 mg m-3, and the maximum elimination capacities were 288 and 243 g NH3m-3d-1, respectively. However, removal efficiency and elimination capacity of both biofilters significantly decreased as the inlet concentration increased to above 110 mg m-3. By using kinetic analysis, the maximum removal rate of ammonia, Vm, and the saturation constant, Ks, were determined for both packing materials and the value of Vm for compost was found to be larger. Periodic analysis of the biofilter packing materials showed the accumulation of the nitrification product NO3- in the operation. During the experiment, the pressure drops measured were very low. The use of both packing materials requires neither nutritive aqueous solution nor buffer solution.     

修复受污染水体的潜流人工湿地微生物多样性研究

进行了潜流人工湿地修复受污染水体试验研究,并比较单一植物与单一填料系统与多种植物系统与多种填料系统的处理效果.运用PCR-DGGE技术研究3种不同类型的潜流人工湿地中微生物种群结构,结合多样性分析和聚类分析方法,分析了人工湿地微生物种群结构特征.     

活性炭纤维在环境保护中的应用及前景

本文介绍了一种新型环境功能材料———活性炭纤维在环境保护中的应用现状及前景。通过与以颗粒活性炭为代表的传统碳材料在结构、性能方面的对比 ,概述了活性炭纤维优良的吸附、催化氧化等特性。然后全面介绍了活性炭纤维在气体处理、水处理、劳动防护、环境监测及清洁生产等方面的应用。同时结合目前活性炭纤维的研究开发现状 ,分析了制约其发展的因素 ,提出了相应的对策 ,并指出了发展方向。     

Decolorization and biodegradation of dye wastewaters by a facultative-aerobic process

BACKGROUND: Dye wastewater is one of the main pollution sources of water bodies in China. Conventional biological processes are relatively ineffective for color removal, the development of alternative treatment methods will become important. Our subjective was that of introducing a new biotreatment technology which combined a facultative biofilm reactor (FBR) with an aerobic reactor (AR) to treat a dye wastewater. The efficiencies of color and chemical oxygen demand (COD) removal and the mechanism of dye degradation were investigated. METHODS: The anthraquinone acid dye (acid blue BRLL) concentration, organic loading rate (OLR) and hydraulic retention time (HRT) were varied in the experiments to evaluate the treatment efficiency and process stability. The biodegradation products were detected by infrared (IR) and high performance liquid chromatography and mass spectrometry (HPLC-MS). RESULTS AND DISCUSSION: The results demonstrated that the facultative biofilm process was more effective for decolorization than the anaerobic stage of an anaerobic-aerobic process. Most color removal occurred in the facultative reaction (maximum to 88.5%) and the BOD (biochemical oxygen demand): COD of the FBR effluent increased by 82.2%, thus improving the biodegradability of dyes for further aerobic treatment. The dye concentration, OLR and HRT will be the factors affecting decolorization. Color removal efficiency falls as the influent dye concentration increases, but rises with increased HRT. The infrared and HPLC-MS analyses of the effluents of FBR and AR reveal that the dye parent compound was degraded in each reactor during the process. CONCLUSION: The Facultative-aerobic (F-A) system can effectively remove both color and COD from the dye wastewater. The FBR played an essential role in the process. The average overall color and COD in the system were removed by more than 93.9% and 97.1%, respectively, at an OLR of 1.1 kg COD m(-3) d(-1) and at the HRT of 18-20 hours in the FBR and 4-5 hours in the AR. The color removal mechanism in each reactor was not only a sort of biosorption on the floc materials, but even more an effect of biodegradation, especially in the facultative process. Recommendation and Outlook. In applying the F-A system to treat a dye wastewater, the control of facultative processes and the set up of appropriate operation conditions appear to be critical factors. Also, it is suggested a moderate COD loading rate and about a 24-hour HRT will favor the F-A system.     

Enhancing sensitivity of microbial fuel cell sensors for low concentration biodegradable organic matter detection: Regulation of substrate concentration, anode area and external resistance

The relatively low sensitivity is an important reason for restricting the microbial fuel cell (MFC) sensors’ application in low concentration biodegradable organic matter (BOM) detection. The startup parameters, including substrate concentration, anode area and external resistance, were regulated to enhance the sensitivity of MFC sensors. The results demonstrated that both the substrate concentration and anode area were positively correlated with the sensitivity of MFC sensors, and an external resistance of 210 Ω was found to be optimal in terms of sensitivity of MFC sensors. Optimized MFC sensors had lower detection limit (1 mg/L) and higher sensitivity (Slope value of the linear regression curve was 1.02), which effectively overcome the limitation of low concentration BOM detection. The essential reason is that optimized MFC sensors had higher coulombic efficiency, which was beneficial to improve the sensitivity of MFC sensors. The main impact of the substrate concentration and anode area was to regulate the proportion between electrogens and nonelectrogens, biomass and living cells of the anode biofilm. The external resistance mainly affected the morphology structure and the proportion of living cells of the anode. This study demonstrated an effective way to improve the sensitivity of MFC sensors for low concentration BOM detection.     

曝气-过滤一体化装置脱氮除磷的研究

曝气-过滤一体化装置将生物反应器与过滤机理有机结合,较好地维持了反应器中的高污泥浓度,实现了水力停留时间（HRT）与污泥停留时间的分离。采用连续流间歇曝气工艺对该装置的脱氮除磷效果进行了研究。实验结果表明：在HRT为8h,运行方式为曝气2h、停曝2h的条件下,COD去除率为95．55％,NH3-N未检出,TN为84．90％,TP为93．69％,出水各项指标都达到了GB8978-1996（污水综合排放标准》一级排放标准要求。