北京市生活垃圾焚烧厂耗能排污特征及节能减排潜力

将生活垃圾焚烧厂从整体到局部分为场站-工艺-单元三个层次,通过现场调查,获取了北京市生活垃圾焚烧设施在2009~2011年不同层次耗能排污数据。分析表明,在焚烧工艺中焚烧单元处理单位垃圾的电耗达到60.83 kW·h,余热发电单元水耗最大,尾气处理单元的电耗和水耗相对较小。不同场站在处理单位垃圾时烟气和炉渣产量比较接近,但飞灰排放差异较大,在2.92~24.78 kg/t垃圾之间。渗沥液水量年际变化较大,水质相对稳定,MBR单元对污染物的去除效果最好,但其耗电量较大,占渗沥液处理工艺总耗电量的87.55%。焚烧工艺发电最优值为423.77 kW·h/t垃圾,产生的电能除满足自身需求外,还剩余1.8×108 kW·h的电能,可用于渗沥液处理工艺或输向场站外部。每吨渗沥液处理最多可产生中水0.962 t,全北京市每年产生中水196456 t/a,使用潜力大。     

地下水中污染物的迁移传输及排泄通量研究

以辽宁某化工污染场地为研究对象,结合场地调查结果,应用地下水模型系统软件(GMS)中的MODFLOW和RT3D模型,建立了地下水中污染物的数值模型,探讨其迁移传输及排泄通量。根据模拟结果,地下水中苯、二氯苯和三氯苯的污染羽约在20年后达到动态平衡,污染羽不再随时间变化,污染物的自然衰减速率与污染源释放速率达到平衡。排泄通量估算表明:地下水向河流排泄的量在20年时达到稳定,地下水中苯、二氯苯和三氯苯向河流的排泄通量分别为每天180 g、6 100 g和5.5 g。由于污染物会导致污染生态环境和健康风险,建议从控制污染源、实施污染源区修复和切断迁移传输途径等多种措施控制风险。     

南京企业雨排和清下水排口排放现状及对策研究

对南京典型工业企业雨排及清下水排口水质排放情况进行监测分析,摸清排放现状,分析成因.并提出对策和建议,要求环境管理部门加强对工业企业雨污分流的监管,各地方可以根据实际情况制定相应的地方标准.以南京为例,加大对工业企业雨排和清下水排口的监测管理力度,把工业企业雨排和清下水排口纳入正常的监测计划,对出现超标以及雨排或清下水排口排放量超过40吨/天的工业企业应安装污染源在线监控系统.最终倒逼企业加强环境管理,减少对外环境的影响.     

生活污水处理厂污泥处置技术研究

针对生活污水处理厂污泥处置技术,介绍了国内外污泥的处理现状,提出了传统的污泥处置技术,主要是海洋倾倒,污泥消化技术法,污泥堆肥技术法,污泥的土地利用和污泥的有效利用法,给出林地利用与绿化利用随着污泥量的增长,污泥的处置越来越来受到人们的关注。介绍了国内外污泥处理现状和传统污泥处理处置方法,分析了污泥稳定和资源化处置技术及应用进展,提出了污泥堆肥和堆肥后污泥的土地利用是符合中国国情的污泥处置与资源化利用途径。     

纳米TiO2/CNTs复合材料的制备及其光学性质

TiO2在碳纳米管上的复合材料可以增加材料的光催化性能,已成为新的研究热点.本文采用低温液相法成功地合成了TiO2/CNTs复合材料,并用TEM、XRD和UV-vis对材料进行了表征,结果表明,TiO2很好地分散在CNTs上,具有显著的催化效果,有很好的应用前景.     

Effects of a brine discharge over soft bottom Polychaeta assemblage

Desalination is a growing activity that has introduced a new impact, brine discharge, which may affect benthic communities. Although the role of polychaetes as indicators to assess organic pollution is well known, their tolerance to salinity changes has not been examined to such a great extent. The aim of this study was to examine the effect of brine discharge over soft bottom polychaete assemblage along the Alicante coast (Southeast Spain) over a two year period. Changes in the polychaete assemblage was analysed using univariate and multivariate techniques. We compared a transect in front of the discharge with two controls. At each transect we sampled at three depths (4, 10 and 15 m) during winter and summer. We have observed different sensitivity of polychaete families to brine discharges, Ampharetidae being the most sensitive, followed by Nephtyidae and Spionidae. Syllidae and Capitellidae showed some resistance initially, while Paraonidae proved to be a tolerant family.     

Remediation of copper-contaminated topsoils from a wood treatment facility using in situ stabilisation

Five organic matters, three phosphate compounds, zerovalent iron grit (ZVIG, 2% by soil weight), two alkaline compounds, and two commercial formulations were incorporated, singly and some combined with ZVIG, into a highly Cu-contaminated topsoil (Soil P7, 2600 mg Cu kg⁻¹) from a wood treatment facility. Formulations and two composts were also singly incorporated into a slightly Cu-contaminated topsoil (Soil P10, 118 mg Cu kg⁻¹) from the facility surrounding. This aimed to reduce the labile pool of Cu and its accumulation in beans cultivated on potted soils in a climatic chamber. Lowest Cu concentration in soil solution occurred in P7 soils amended with activated carbon (5%) and ZVIG, singly and combined. Basic slag (3.9%) and compost of sewage sludge (5%) combined with ZVIG promoted shoot production and limited foliar Cu accumulation. For amended P10 soils, no changes occurred in soil solution and foliar Cu concentrations, but one compost increased shoot production.     

人为泥石流起动及产沙放水冲刷实验——以神府-东胜矿区为例

神府东胜矿区位于黄土高原北部干旱半旱过度地带。由于煤田的大量开采,诱发了大量的环境问题,尤以人为泥石流最为严重,本文以神府－东胜矿区人为泥石流为研究对象,采用人工放水冲刷模拟的方法,分析了坡面型和沟谷型泥石流源地松散体起动、产沙、泥石流过程的特性,所得结论为：（１）放水历时长,强度大,有利于泥石流的形成;（２）弃土石渣起动,是该区泥石流固体物质的主体;（３）沟道型泥石流放水冲刷模拟实验,便于观测石     

Evaluation of marine outfall with three-dimensional hydrodynamic and water quality modeling

Numerical models are often used to evaluate the potential impact of human alternation of natural water bodies and to help the design of the alternation to mitigate its impacts. In the past decade, three-dimensional hydrodynamic and reactive transport modeling has matured from a research subject to a practical analysis technology. This paper presents a practical study in which a three-dimensional hydrodynamic and water quality model [hydrodynamic eutrophication model (HEM-3D)] was applied to determine the optimal location for treated wastewater discharged from marine outfall system in the Keelung harbor and the adjacent coastal sea. First, model validation was conducted with respect to surface elevation, current, and water quality variables measured in the Keelung harbor station and its coastal sea. The overall performance of the model was in qualitative agreement with the available field data. The model was then used to evaluate several scenarios of the locations from marine outfall system. Based on model simulation results, a location at the northeast of Ho-Ping Island was recommended for adoption because the environmental impact is smaller than any other alternative.

金属材料海水腐蚀试验方法的编制及标准解读

为了使相关人员更好地理解标准,更好地完成试验,回顾了我国金属材料海水腐蚀试验方法和标准的编制历程,对金属材料海水腐蚀试验的两个现行国家标准进行了解读和比较。