财政分权对中国环境污染影响程度的实证分析

财政分权体现了中央政府和地方政府间的财政权力分配关系,它可以通过支出分权度和收入分权度两个指标进行衡量。从理论上分析,大多数研究结论都认为财政分权与污染量排放存在负激励,但是缺乏相应的实证研究。本文利用1998年到2009年的省级面板数据,对中国财政分权与污染物排放规模之间的关系进行了实证分析。本文选取工业废气排放量、工业固体废弃物排放量、工业废水排放量和二氧化硫排放量作为衡量污染物排放规模的指标,选择支出分权度与收入分权度作为解释变量,选择人均GDP、人口密度、城市化水平、外商投资总额、工业化水平作为控制变量。本文还将所有省份按照地理位置划分为东部和中西部两组进行稳健性检验。研究结果表明:以支出分权度衡量的财政分权指标与污染物排放规模负相关,且实证结果具有稳健性,以收入分权度衡量的财政分权指标与污染物排放规模的关系从实证的角度来讲不确定。     

三维过电位电解处理罗丹明B废水

选用钛基RuO2-TiO2涂层电极作为三维过电位电解装置的阳极,紫铜作为阴极,活性炭作为第三极,研究了三维过电位电解处理罗丹明B废水的效果,并考察了外加电压、电解时间、初始浓度、pH值和搅拌方式等因素对其处理效果的影响。实验结果表明,外加电压、电解时间和初始浓度等因素均对罗丹明B的降解效果有影响,而pH值、搅拌方式等对罗丹明B的降解效果基本没有影响。与二维电解的对比研究表明,在罗丹明B溶液初始浓度为20mg／L,电解时间为1h,电解电压为20V时,采用二维电解的降解率为20％左右,而三维过电位电解的降解率接近80％。最终产物分析结果显示,经过处理的罗丹明B苯环开环变成直链烃类物质,或者饱和环状有机物,不再具有生物毒性,适合后续的生化处理。     

曝气条件对串联潜流人工湿地净污效果的影响

选取砾石、炉渣和沸石作为级配基质,构建由三级串联的潜流人工湿地模型,研究了针对三级串联的潜流人工湿地,不同曝气位置和曝气量对人工模拟污水净化效果的影响,并对两个影响因素进行二维方差分析,对曝气条件进行了优选。选取表层曝气、中层曝气、底层曝气3种曝气位置和气水体积比3∶1、6∶1、9∶1的3种曝气量。运行结果表明:曝气后,NH3-N和COD去除率上升,NH3-N去除率由7.80%最高提升到23.79%,COD去除率由5.42%最高提升至23.04%,但PO3-4-P去除率下降,由24.32%最低降至9.76%。优选的曝气位置是底层曝气,优选的气水体积比是6∶1,此时NH3-N、COD、PO3-4-P去除率分别是21.21%、23.04%、13.54%。曝气位置和曝气量的交互作用对NH3-N和COD去除率有显著影响,对PO3-4-P去除率影响不显著。     

中国排污权有偿使用与交易实证的比较研究

建立排污权有偿使用与交易制度对于解决过高的环境治理成本问题具有重要作用.总结了中国排污权有偿使用与交易试点地区的实践经验,梳理并分析了不同时期、不同地区的交易模式、组织过程和主要方法,以期推动中国排污权交易工作的顺利开展和有序推进,进而推动符合国情的排污权交易政策体系的构建.结果表明,总体而言各试点地区的排污权有偿使用和交易在探索中不断发展,取得了积极成效:促进了环境管理的精细化,为地方经济的发展提供了空间,促进了环境质量改善.最后还指出,中国的排污权有偿使用和交易工作中仍存在政策制度建设支撑不足、交易市场活跃度不高、后期监管不力等问题,今后应依法依规,始终坚持由易到难、积极稳妥、重点突破的原则,由点到面、有序推进试点工作.     

600 t/d新型污泥喷雾干化-焚烧 示范工程污染物去除效果

新型污泥喷雾干化-回转窑焚烧工艺是将脱水污泥通过雾化喷嘴形成滴雾后与高温烟气并流接触达到干化后再进行焚烧的集成技术.干化过程中湿污泥中有机物的挥发及该新型工艺的运行工况和污染物减排效果成为污泥处理处置领域关注的焦点.在对污泥喷雾干化焚烧工艺原理分析基础之上,对我国600 t/d新型污泥喷雾干化焚烧示范项目进行封闭式现场取样监测,通过成分分析、毒性监测等重点对污染物去除效果进行了研究,结果表明,该工艺通过自动控制可将出口烟气温度和干化污泥温度保持较稳定的状态,分别为(96±10)℃和(72±8)℃;喷雾干化塔内不存在粉尘爆炸危险,TVOC＜0.025 mg/m3;直接干化热利用率＞80％,优于间接干化;烟气排放口各指标均满足《生活垃圾焚烧污染控制标准》(GB18485-2001)的要求.     

中国有机氯农药的监测现状

归纳了有机氯农药在我国的生产和使用概况,总结了我国大气、水体和沉积物、土壤以及生物体等环境介质中的有机氯农药监测现状。在此基础上,对我国有机氯农药的深入研究提出了建议。     

石化综合污水生化处理中有机污染物的分析

运用GC-MS、紫外光谱及三维荧光光谱扫描技术考察了石化污水处理厂“水解酸化—厌氧处理—好氧处理”工艺的各单元出水中有机污染物的变化情况。总进水中检出84种主要有机污染物,主要含有烃类27种,酚类5种,醛、酯、醇和酮类化合物共24种,胺类4种,腈、有机酸及其他杂环化合物14种,另有10种物质未定性;该工艺的COD累积去除率达87.66%, 64种有机污染物被完全去除,17种有机污染物去除率可达90%以上,接触氧化池出水中主要含杂环化合物和少量醛、醇、酯类化合物。     

Particulates and Metallic Elements Monitoring at Two Sampling Sites (Harbor,Airport) in Taiwan

This study characterized the dry deposition flux and dry deposition velocity (Vd) of metallic elements attached on particulate matter. Specifically, large particles (>10 μm), coarse particles (10 μm～2.5 μm), and fine particles (<2.5 μm) were studied at the Gong Ming Junior High School (Taichung Airport) and Taichung Harbor sampling sites in central Taiwan. Ambient air samples were collected to determine total suspended particulate matter (TSP), dry deposition plate (DDP), Vd, coarse particulate matter (PM_2.5–10) and fine particulate matter (PM_2.5), and metallic elements concentrations at the Airport and Taichung Harbor sites between June 17, 2013, and November 14, 2013. The results revealed that the average TSP, DDP, Vd, PM_2.5–10, and PM_2.5 particulate at the Airport were 54.55 (μg/m³), 902.25 (μg/m²-min), 17.11 (m/sec), 0.003 (μg/m³), and 0.010 (μg/m³), respectively; while these values at Taichung Harbor were 63.66 (μg/m³), 539.69 (μg/m²-min), 9.94 (m/sec), 0.003 (μg/m³), and 0.014 (μg/m³), respectively. In addition, the results showed that the average Cu and Pb concentrations were higher than Cr, Ni, and Cd for both the airport and harbor sampling sites. Furthermore, Cr, N, Cu, Cd, and Pb had the highest average concentrations versus those reported for other study areas, with one exception: The results obtained in Kacanik, Kosovo, during 2005. The average metallic elements concentrations order was Cu > Pb > Cr > Ni > Cd.     

不同处理技术对河流污染物降解系数影响的比较

以苏州官渎花园内河为研究背景,利用模拟河道分别考察了曝气复氧、人工水力循环、渗滤净化技术3种处理技术对受污河水中COD降解系数k COD、NH3-N降解系数k NH3-N变化规律的影响。实验表明,在无外源污染且河水滞留的天然情况下河道拥有一定自我净化的能力,并且3种处理技术对COD、NH3-N的降解系数都有一定提高,分别使k COD增加了34.3%、47.8%和57.8%,k NH3-N增加了8.35%、15.4%和52.8%,结果显示,渗滤净化技术对污染物降解系数的提高影响最大。     

Effects of Strength and Position of Pollutant Source on Pollutant Dispersion Within an Urban Street Canyon

A two-dimensional numerical model for simulating airflow and pollutant dispersion inside an urban street canyon was first developed using the FLUENT code, and then it was validated against a wind tunnel experiment. Then the effects of strength and position of pollutant sources on pollutant dispersion within an urban street canyon were investigated numerically. The numerical results showed that the dimensionless pollutant concentrations within the urban street canyon were independent from the source strength. The results also revealed that the pollutant distributions inside the urban street canyon with a two-lane road were influenced significantly by the positions of the two sources: 1) the closer the two sources were to the street center of the canyon, the lower the pollutant concentrations on the leeward wall and at the human respiration level in the leeward footpath became; 2) the pollutant concentrations on the windward wall and at the human respiration level in the windward footpath were not sensitive to the locations of the two sources as long as the source on the windward lane was situated outside the small recirculation zone at the bottom corner of the canyon windward wall; 3) the pollutant concentrations on the lower parts of the windward and leeward walls as well as in the two footpaths increased greatly when the two sources were moved from outside into the small recirculation zones.