环境信息公开作为有效环境管理模式的探讨

环境信息公开是继指令性控制手段和经济手段之后,一种新的环境管理模式和发展方向。环境信息公开能加强环境管理的公众参与和监督,使社会各群体和个人改善其环境行为,从而达到环境保护的目的。通过对环境信息的含义、来源的阐释,介绍环境信息公开的应用理论;结合国外实践,将环境信息公开与环境管制手段、经济手段进行了比较;分析公众参与起到的传递、交流信息与监督作用。     

滇池治理的核心任务与策略思考

为有效治理滇池的富营养化，应把控制氮磷明确作为核心任务。入湖水的水质应全部按地表水Ⅲ一Ⅳ类的标准控制，对内源要实行清除或钝化，这些在技术和经济上已越来越接近可能，关键是认识要清晰，要建立合理的机制，保证决策的科学性、系统性和连续性，并狠抓落实。     

SBR处理废水中的污泥膨胀与控制

通过土豆食品加工废水处理的工程实例 ,指出在处理易生物降解和溶解性有机废水的SBR系统中 ,采用较高负荷运行会发生溶解氧偏低而造成的污泥膨胀。探讨了污泥膨胀的原因 ,并详细介绍了控制膨胀的措施     

浮尘天气对十堰空气质量的影响

以十堰市近几年来的气象统计和空气中总悬浮颗粒物的监测结果为例,探讨北方频发沙尘暴天气对十堰空气质量的影响及其影响的程度,认为沙尘暴天气对我省空气质量主要是以浮尘天气出现,总体影响不是很严重。本地扬尘、扬沙是影响十堰空气质量的主要污染物,而浮尘天气更加重了总悬浮颗粒物的污染程度。     

流域水质目标管理技术研究：Ⅴ.水污染防治的环境经济政策

环境经济政策是流域水质目标管理技术的重要组成部分. 通过分析国内外的环境经济政策以及主要经济手段的实施现状与特点,指出我国环境经济政策的不足与问题. 以流域控制单元为对象,提出水污染防治的环境经济政策的基本内涵和特点,以“分区、分类、分级、分期”为基本理念,研究了适合我国流域水质目标管理的环境经济政策框架与构建思路,并对环境财政、环境投融资、市场化、排污收费与污染税、生态补偿与污染赔偿等具体手段进行了阐述,提出环境经济政策的综合实施机制以及相关的政策保障.     

煤炭燃烧排砷水平与控制技术研究

煤炭是我国目前的主要一次能源之一,燃煤中的重金属污染愈来愈受到重视,如何控制煤炭中砷向环境中扩散,减轻环境污染是近年来重要的研究课题.通过开展对铁法煤业集团内部高砷煤和低砷煤的动力配煤燃烧试验,分析动力配煤燃烧过程中的砷迁移水平,研究铁法煤业集团内部动力配煤燃烧过程中的砷迁移规律和动力配煤降砷的可行性,并为开展最佳动力配煤操作数据提供理论依据,为高砷煤燃烧控制砷的排放寻找治理途径,提高煤炭资源的最大利用效率.     

Biological control experiment of excess propagation of Cyclops for drinking water security

Cyclops of zooplankton propagated excessively in eutrophic water body and could not be effectively inactivated by the conventional disinfections process like chlorination due to its stronger resistance to oxidation. In this study, an ecological project was put forward for the excess propagation control of Cyclops by stocking the filter-feeding fishes such as silver carp and bighead carp under the condition of no extraneous nutrient feeding. The results of experiments with different stocking biomass showed that the propagation of Cyclops could be controlled effectively, and the water quality was improved simultaneously by impacting on nutriment level and plankton community structure at proper stocking density of 30 g/m^3 of water. The growth of Cyclops may not be effectually controlled with lower biomass of fish （10 g）, and the natural food chain relation may be destroyed for Cyclops dying out in water while the intense stocking of 120 g per cubic meter of water. In addition, the high predator pressure may accelerate supplemental rate of nutrients from bottom sediments to water body to add the content of total nitrogen and phosphorus in water.     

Oxidative stress and DNA damages induced by cadmium accumulation

Experimental evidence shows that cadmium （Cd） could induce oxidative stress and then causes DNA damage in animal cells, however, whether such effect exists in plants is still unclear. In the present study, Vicia faba plants was exposed to 5 and 10 mg/L Cd for 4 d to investigate the distribution of Cd in plant, the metal effects on the cell lipids, antioxidative enzymes and DNA damages in leaves. Cd induced an increase in Cd concentrations in plants. An enhanced level of lipid peroxidation in leaves and an enhanced concentration of H2O2 in root tissues suggested that Cd caused oxidative stress in Vicia faba. Compared with control, Cd-induced enhancement in superoxide dismutase activity was significant at 5 mg/L than at 10 mg/kg in leaves, by contrast, catalase and peroxidaseactivities were significantly suppressed by Cd addition. DNA damage was detected by neutral/neutral, alkaline/neutral and alkaline/alkaline Comet assay. Increased levels of DNA damages induced by Cd occurred with reference to oxidative stress in leaves, therefore, oxidative stress induced by Cd accumulation in plants contributed to DNA damages and was possibly an important mechanism of Cd-phytotoxicity in Vicia faba plants.     

炼油污水回用方案初探

针对污水处理场改造后的水质情况，结合现有闲置设备的状况，提出一套既符合现场实际又有针对性的污水回用处理方案。     

城市污水处理厂预热处理混合污泥的高温厌氧消化特性研究

针对165℃、30min预处理后的混合污泥,进行高温厌氧消化的连续试验.研究了在不同的水力停留时间(HRT)下的产气量、有机物的分解率等指标,探讨了"热处理 高温消化"实用化的可行性.结果表明,总固体(TS)为70g·L-1、预热处理后的混合污泥经高温厌氧消化,在HRT.为10、20、30d的条件下,产气率为2.82、1.70和1.19 L·L-1·d-1;降解单位COD的产气量为968、1053和1091 L·kg-1;COD分解率为47%～52%;有机物分解率与HRT的关系符合一级反应动力学关系.COD物质平衡计算结果表明,基质中50%的固态有机物被分解转化,生物气中的甲烷含量可达59.1%.本研究中的厌氧消化反应可归纳为C8.38H19.7O7.59N 3.86H2O→4.38CH4 2.99CO2 NH4 HCO3-.