高炉原料矿槽槽上除尘方式综述

槽上卸料车及矿槽口尘源点具有移动性特征,有效的矿槽槽口密闭以及可靠的随卸料车移动的风管连接装置,是保证除尘良好效果的要点.常用的除尘方法各有其特点和适用条件,应根据作业方式及矿槽结构状况有针对性的采用.     

德国节能减排多措并举

德国针对能源匮乏的现状,把节约能源作为政府能源开发利用的一贯政策来推动。文章介绍了德国政府在重视节能技术研发、节能服务体系建设、能源统计、建筑节能、可再生能源开发和综合利用以及加强宣传教育、增强节约意识等方面所做的有益探索实践和取得的经验。对我国开展节能减排工作有较好借鉴意义。     

加强环境统计工作的若干思考

分析了中国石油天然气集团公司环境统计工作管理现状,从指标体系、指标关注点等方面与国际大石油公司对比,并结合其自身发展历程、现状及特点,指出了中国石油天然气集团公司环境统计管理工作中存在的主要问题,对此进行了阐述,并据此提出了加强中国石油天然气集团公司环境统计管理工作的若干建议。     

介质阻挡放电等离子体技术处理难降解有机废水的研究进展

综述了介质阻挡放电(DBD)等离子体技术处理难降解有机废水的国内外研究现状以及最新研究成果.概括出DBD等离子体处理难降解有机废水的影响因素和一般性结论;从微观和宏观两个方面总结和分析了DBD等离子体处理难降解有机废水的作用机理;探讨了DBD等离子体技术处理难降解有机废水的技术瓶颈以及发展方向.     

Integration of traditional and innovative characterization techniques for flux-based assessment of Dense Non-aqueous Phase Liquid (DNAPL) sites

Key attributes of the source zone and the expanding dissolved plume at a trichloroethene (TCE) site in Australia were evaluated using trends in groundwater monitoring data along with data from on-line volatile organic compound (VOC) samplers and passive flux meters (PFMs) deployed in selected wells. These data indicate that: (1) residual TCE source mass in the saturated zone, estimated using two innovative techniques, is small ( 10 kg), which is also reflected in small source mass discharge ( 3 g/day); (2) the plume is disconnecting, based on TCE concentration contours and TCE fluxes in wells along a longitudinal transect; (3) there is minimal biodegradation, based on TCE mass discharge of  6 g/day at a plume control plane  175 m from source, which is also consistent with aerobic geochemical conditions observed in the plume; and (4) residual TCE in the vadose zone provides episodic inputs of TCE mass to the plume during infiltration/recharge events. TCE flux data also suggest that the small residual TCE source mass is present in the low-permeability zones, thus making source treatment difficult. Our analysis, based on a synthesis of the archived data and new data, suggests that source treatment is unwarranted, and that containment of the large TCE plume ( 1.2 km long,  0.3 km wide; 17 m deep;  2000–2500 kg TCE mass) or institutional controls, along with a long-term flux monitoring program, might be necessary. The flux-based site management approach outlined in this paper provides a novel way of looking beyond the complexities of groundwater contamination in heterogeneous domains, to make intelligent and informed site decisions based on strategic measurement of the appropriate metrics.     

乌江干流中上游水电梯级开发水温累积效应

以乌江流域洪家渡库尾至乌江渡坝下的水电工程干扰典型段为研究区域,利用建坝前后的水温实测资料,采用建坝前天然水温和建坝后下泄水温比较法,对乌江干流梯级水库水温时空分布特征进行分析。研究结果表明：对天然水温改变最大的电站为洪家渡和乌江渡,前者是受水库水温结构自身影响,后者是梯级联合运行的结果;梯级联合运行使库区水温分层有所减弱,随着时间的推移或上游梯级电站的建成,电站下泄水温年变化过程趋于均化,与天然水温的延迟也越加明显;不同的水库水温结构对水温累积效应的影响也各不相同,稳定分层型水库对水温累积具有正效应,混合型水库具有负效应,过渡型水库处于两者之间,体现了梯级电站的水温累积影响,为研究减缓下泄低温水的对策措施提供依据和参考。     

长江上游河流输沙量时间序列跃变现象研究

长江上游来水来沙条件是三峡工程泥沙问题研究的重要基础。长江上游流域面积约100万km2,产输沙条件复杂。根据有序聚类分析法、里和海哈林法和费希尔最优分割法,对长江上游干流和主要支流控制站输沙量时间序列的跃变现象进行了研究。在显著水平005下,长江上游在径流量变化不大的情况下,河流输沙量在1991年后出现了明显减小的质变过程,干流寸滩站 1991～2005年年均输沙量为313亿t,较 1953～1990年均值减小了32%,特别是2001年后输沙量减小更为显著,2002～2005年仅为211亿t。水库拦沙、水土保持工程减沙等人类活动是导致长江上游输沙量时间序列出现跃变现象的主要原因,1991～2005年与1990年前相比,人类活动新增减沙量为1187亿t/a,占三峡入库总减沙量的75%,且随着三峡上游一系列大型水利枢纽的建成和生态环境的持续改善,三峡水库在相当长时间内会保持较少的来沙量。研究成果可为三峡工程入库泥沙代表系列的选取提供依据。     

Potential for rainwater use in high-rise buildings in Australian cities

Rainwater is a traditional but underutilized water resource that has today had a resurgence due to the worldwide water crisis. This paper demonstrates the outcomes of research on the feasibility of rainwater use in high-rise residential envelopes for four Australian cities of Melbourne, Sydney, Perth and Darwin. Different climate patterns and various levels of water demand management were established for determination of storage dimensions; annual tank water use; reduction in both imported water flow and stormwater disposal; and water spillage from tanks. High level water demand management was a profoundly effective tool for reducing potable water supply, especially in combination with rainwater use. The economic feasibility of rainwater use systems were estimated; with Sydney having the shortest payback period compared to other cities either both with 3A rated appliances (8.6 years) or 5A ones installed (10.4 years). That was due to the higher and more consistent rainfall in Sydney. An outcome of this study was that Sydney was likely most suited to rainwater use, followed by Perth, Darwin, and then Melbourne. The objective of this study was to fill in the gap in estimating feasibility of rainwater use in various Australian cities. This investigation endeavors to provide assistance to water authorities and urban planners of Australian cities with the consideration of the potential of rainwater harvesting.     

人不安全行为的心理测量与分析

分析人不安全行为心理测量与一般心理测量的区别;阐述人不安全行为心理测量量表的编制依据和具体的编制方法;给出了人不安全行为心理测量的初步施测量表,即包括8个分量表的总计750条指标项目。在确定施测范围、选取测量对象的基础上,实施对人不安全行为初步施测量表的心理测量,通过对初试量表测定数据的统计与分析,从750条指标项目中约减择取152条重要性程度较大的指标,组成人不安全行为心理测量的综合量表。通过对综合心理测试量表的现场施测,结果表明:该综合量表具有较高的信度和效度,可满足人不安全行为心理测量的要求。     

近年胶州湾陆源SGD及其营养盐输送

根据青岛市胶州湾周边的水文地质条件及地下水位、水质动态特征,运用断面法计算了2001～2003年该区地下水及其N、P、Si无机营养盐向海湾的输送量.研究表明近年该区地下水向海湾的输送量分别为(1.87～2.41)×106m3,其中白沙河平原输送量占95%以上.地下水向海湾的NO 2、NH 4、PO3-4输送量较少,而NO 3和可溶性SiO2的输送量较大,分别达(4.3～6.6)×106 mol/a、(0.6～1.1)×106 mol/a,分别占河流输送量的20%和1.3%,白沙河平原地下水NO 3输送量占研究区地下水总输送量的99%.