废旧阴极-赤泥协同处理烧结熟料的溶出性能

采用XRF,ICP-MS,XRD及SEM-EDS检测手段,研究了废旧阴极-赤泥高温协同处理所得熟料的溶出性能.结果表明,Na₂CO₃浓度,温度,时间及液固比因素对Al₂O₃,Na₂O溶出率TFe₂O₃的富集效果的影响趋势一致.最适宜溶出条件为：Na₂CO₃ 30g/L,温度50℃,时间30min,液固比8.该条件下,熟料中Al₂O₃和Na₂O溶出率分别高达为87.41%和92.51%;相应的SiO₂和CaO溶出率仅为3.02%和0.36%,铁矿物几乎不溶.溶出渣中的TFe₂O₃含量从熟料中23.64%提高到39.89%,研究表明溶出工艺同步实现了熟料中铝、钠的回收和铁的富集.再者,处理后溶出渣较熟料减量近16%（以铝和钠溶出率测算）,且属于非危险性废物.     

烟花爆竹燃放对大气污染物及PM2.5组分影响

为了解烟花爆竹燃放对保定市大气污染物和PM_2.5中水溶性离子及有机碳（OC）、元素碳（EC）浓度的影响,对保定市春节期间大气污染物和颗粒物组分的浓度特征进行了分析,并评估了烟花爆竹的贡献.结果表明： 2019年春节期间烟花爆竹集中燃放期PM_2.5、PM₁₀、SO₂、NO₂、CO平均浓度比非集中燃放期分别增加了1.3、1.0、1.1、0.4、0.02倍;保定市春节期间禁燃措施施行后,除夕、初一2d污染物平均浓度、最高浓度和高浓度持续时间均明显下降,集中燃放期烟花爆竹燃放对PM_2.5、PM₁₀和SO₂浓度贡献量从50%左右（2018年、2017年）下降至30%左右（2019年）,其中SO₂贡献量下降幅度超过PM_2.5和PM₁₀;组分分析表明,接待中心站点（主城区）、涿州站点（区县建成区）烟花爆竹燃放期K⁺、Mg²⁺、Cl^-浓度在水溶性离子中的总占比分别为39.3%、51.1%,比非燃放期的占比显著上升;烟花爆竹燃放对PM_2.5中K⁺、Mg²⁺、Cl^-浓度贡献率在50%以上,其中对K⁺贡献占比高达89.0%,涿州站点SO₄^2-、K⁺、Mg²⁺、Cl^-的贡献量分别是接待中心站点的2.2、2.1、1.9、1.8倍,燃放期硫氧化率（SOR）、氮氧化率（NOR）相比于非燃放期均有一定程度的升高;集中燃放期OC、EC浓度较非集中燃放期分别升高了2.5、2.1倍,烟花爆竹燃放对OC影响大于EC.     

成都市施工扬尘排放特征研究

采用DustTRAK TM气溶胶（粉尘）监测仪对成都市112个不同类别的房建、市政工地施工扬尘进行测试,研究了不同类别施工扬尘的排放特征,分析了下风向扬尘浓度的变化趋势,并采用CALPUFF对成都市新都区某建筑工地的排放进行了模拟.结果表明：（1）成都市施工扬尘排放浓度约为0.13~2.91mg/m³,其中房建类施工平均浓度约为0.94mg/m³,高于市政施工;大型工地扬尘平均浓度约为0.61mg/m³,低于中型和小型工地;土方施工阶段平均浓度约为1.21mg/m³,远高于地基建设、主体建设、装饰阶段.（2）成都市施工扬尘呈现出高低浓度交替的周期性变化,其中房建工程土方施工阶段的高低浓度差值可达到0.6mg/m³以上.（3）施工扬尘在场界外下风向5~15m范围内会出现浓度增加的趋势,随后逐渐下降,在50m附近逐渐趋于稳定,稳定浓度介于0.1~0.2mg/m³.（4）CALPUFF模型能较好地从宏观角度来模拟成都地区施工扬尘的扩散趋势,但难以捕捉施工扬尘在下风向近距离的扩散特征.     

澜沧江下游过饱和TDG时空分布及影响因素

为掌握澜沧江下游流域过饱和总溶解气体时空分布特征及影响因素,文章基于2018年澜沧江下游10个断面TDG过饱和度监测数据,采用空间数据统计方法和IDW插值法探究该流域过饱和总溶解气体时空分布规律,并运用相关性分析和主成分分析探讨TDG过饱和度的影响因素。结果显示:(1)澜沧江下游干、支流水体TDG过饱和度均呈枯水期略大于丰水期和平水期的季节分布规律。(2)从空间看,干流TDG过饱和度从大朝山到允景洪水电站整体呈沿程下降趋势,但糯扎渡坝上明显高于临近的上游、下游河段;3条主要支流从上游到下游同呈下降趋势。(3)澜沧江流域下游水体TDG过饱和度与pH和溶解氧呈极显著相关关系,与氧化还原电位、总溶解固体、盐度相关性显著;主成分分析发现,影响TDG过饱和度的主要因素为固体溶解能力和氧化还原能力。     

贵州农村污水典型抗生素污染水平及生态风险

抗生素残留物是一种新兴的微污染物,广泛存在于各种环境介质及生物样品中,长期暴露在抗生素环境会对人体健康、生态环境产生一定的潜在威胁。由于农村污水排放量逐渐增大、农村地区对抗生素的不合理使用以及受经济、地理地形的限制大部分农村地区都缺乏完整的污水收集管网和污水治理设施,进而导致抗生素通过多种途径进入农村环境,可能会对农村生态环境产生一定的环境风险。为了解贵州农村污水中抗生素的污染水平及处理后污水对环境的影响,作者采用固相萃取—液相色谱—串联质谱(SPE-LC-MS)联用技术,选取贵州省3处典型农村地区,对农村污水治理设施进出水中典型抗生素(包括6种磺胺类、3种四环素类、1种喹诺酮类抗生素)的浓度水平进行分析。结果表明,3处农村污水治理设施进水和出水中均检出不同程度的抗生素,浓度范围分别在ND～417.57 ng/L和ND～253.68 ng/L,其中土霉素浓度最高,进出水的浓度分别为417.57、253.68 ng/L;其次是氧氟沙星,在进出水中的最高浓度分别为278.75、183.73 ng/L。3处农村污水治理设施对抗生素的去除率在-58.32%～45.52%,对目标抗生素的去除率较低。与国内外其他地区农村污水相比,所选地区的进出水中抗生素的浓度较高。通过生态风险评估发现,经处理后的污水中均含有一种RQ≥1的抗生素物质,并且发现氧氟沙星为处理后污水中的高风险污染物,污水的排放会对环境造成一定的生态风险。     

淮河干流及主要支流夏季浮游植物群落生物多样性评价

浮游植物是水生态系统的重要组成部分,其群落变化与水体环境条件密切相关,是反映河流健康的主要生物指标.为揭示淮河流域浮游植物群落特征及其与水质的相互关系,于2015年夏季对淮河流域典型水体—淮河干流、沙颍河、涡河和淠河进行系统的水质及浮游植物调查,探明浮游植物群落及其空间分布特征,并结合水体理化指标和生物指数进行水质评价.结果表明,淮河干流及主要支流27个点位中共获得浮游植物8门71属153种,主要隶属于绿藻门(Chlorophyta)、硅藻门(Bacillariophyta)、蓝藻门(Cyanophyta).浮游植物密度为0.019×10~5~131.824×10~5ind·L~(-1),不同河段浮游植物分布表现出较为显著的空间差异性,平均密度大小呈现沙颖河淮河干流涡河淠河的特点.非参数多维尺度分析(Non-metric Multidimensional Scaling,NMDS)表明,淮河干流、淠河和涡河的浮游植物群落组成和结构的相似性较高,而与沙颍河的浮游植物群落存在一定的差异.Shannon多样性指数H'介于0.78~3.21之间,Margalef丰富度指数D介于1.03~4.79之间,Pielou均匀度指数J介于0.12~0.73之间.水质生物评价结果显示,淮河流域大部分水体处于中等污染状况,部分点位处于重污染状况,其结果与水质综合污染指数评价结果具有较好的一致性.研究结果可为淮河水污染防治和水生态修复提供基础依据.     

环保新形势下的经济增长方式改革研究

为了均衡环保和经济增长间的关系,对环保压力下的经济增长方式进行改革。分析了资源与经济增长的关系、经济增长方式的内涵和经济增长方式的类型,介绍了国内外相关文献综述。对传统粗放型经济增长方式进行分析,发现其具有高投入、高消耗、低效益的特性,且中国单位产值所需的生产要素较其他发达国家和部分发展中国家高,但生产率与资金、资源利用率却比其他发达国家低。在面临环保压力时,中国因传统粗放型经济增长方式造成资源利用效率降低,影响经济增长,需对经济增长方式做出以下改革:转变生产函数,增加要素生产率,改变要素间相对地位;扩展价值链,使产业升级,提高附加值;改善产业结构,发展服务业。     

Analysing the sensitivity behaviour of two hydrology models

Recently, the New Morris Method has been presented as an effective sensitivity analysis tool for mathematical models. The New Morris Method estimates the sensitivity of an output parameter to a given set of input parameters (first-order effects) and the extent these parameters interact with each other (second-order effects). This method requires the specification of two parameters (runs and resolution) that control the sampling of the output parameter to determine its sensitivity to various inputs. The criteria for these parameters have been set on the analysis of a well-behaved analytical function (see Cropp and Braddock, Reliab. Eng. Syst. Saf. 78:77–83, 2002), which may not be applicable to other physical models that describe complex processes. This paper will investigate the appropriateness of the criteria from (Cropp and Braddock, 2002) and hence the effectiveness of the New Morris Method to determine the sensitivity behaviour of two hydrologic models: the Soil Erosion and Deposition System and Griffith University Representation of Urban Hydrology. In the first case, this paper will separately analyse the sensitivity of an output parameter on a set of input parameters (first- and second-order effects) for each model and discuss the physical meaning of these sensitivities. This will be followed by an investigation into the sampling criteria by exploring the convergence of the sensitivity behaviour for each model as the sampling of the parameter space is increased. By comparing these trends to the convergence behaviour from Cropp and Braddock (2002), we will determine how well the New Morris Method estimates the sensitivity for each model and whether the sampling criteria are appropriate for these models. It will be shown that the New Morris Method can provide additional insight into the functioning of these models, and that, under a different metric, the sensitivity behaviour of these models does converge confirming the sampling criteria set by Cropp and Braddock.     

Environmental quality control and environmental games

Conclusion  In this paper we have considered a specific environmental game emphasizing both control-prevention efforts and the propensity to pollute by a firm which adopts a given pollution abatement technology. A random payoff game was constructed and solved under a risk neutral assumption and quadratic utilities for both the firm and the environmental controller. The game thus defined, provides a wide range of interpretations and potential approaches for selecting a control-inspection policies to prevent environmental risks. There are of course many facets to this problem, which could be considered and have not been considered in sufficient depth. For example, more complex control mechanisms and liabilities, the effects of insurance and risk sharing, the application of cooperative efforts and subvention of pollution abatement investments (through tax incentives and their like), etc. have not been considered [5,7]. These are topics for further research. The basic presumption of this paper is that it is very difficult to fully enforce pollution prevention by firms, as a result, some controls are needed to ensure that firms be controlled so that appropriate efforts are carried.