连州电厂湿法烟气脱硫系统的综合评价

从技术性能、经济性能两方面对连州电厂的广东省首套石灰石 /石膏湿法烟气脱硫系统进行了全面的评价     

重型柴油车污染物排放量计算方法比较分析

目的 计算大功率大吨位级重型柴油车的污染物排放量.方法 根据《公路隧道通风设计细则》和世界道路协会(PIARC)2012年技术报告,分别计算32 t重型柴油车的污染物排放量和稀释污染物所需的通风量,对比分析两种计算方法的差异.结果 对《公路隧道通风设计细则》中柴油车的车型系数和海拔高度系数提出建议.根据世界道路协会(PIARC)2012年技术报告,在0～2000 m低海拔地区,国产32 t柴油车的CO、NOx和烟尘排放量分别为88.6、166.0 m3/(h·veh)和84.2 m2/(h·veh),如果考虑NOx的空气污染,稀释单辆国产32 t柴油车排放污染物所需空气量约为33000 m3/h;如果不考虑NOx的空气污染,所需空气量约为28000 m3/h.结论 结合工程实际,建议大功率大吨位级重型柴油车的污染物排放量根据世界道路协会(PIARC)2012年技术报告进行计算.     

2024铝合金连接结构两种防护涂层耐蚀性研究

目的研究铝合金两种防护涂层在5%NaCl盐雾环境下的腐蚀疲劳性能。方法针对在两种涂层防护作用下的2024铝合金连接结构,开展实验室加速试验,采用"腐蚀环境-疲劳加载"交替循环的试验模式,得到铝合金两种防护涂层在5%NaCl盐雾环境下的腐蚀疲劳寿命值,对比分析涂层体系对铝合金连接结构的腐蚀疲劳寿命影响。结果 5%NaCl盐雾环境对于铝合金连接结构疲劳寿命有较大影响,相较于传统涂层,纳米涂层在5%NaCl盐雾环境下的防护效果更好。结论纳米涂层表面破坏后快速生成的致密氧化膜能有效提高涂层的耐蚀性能。     

火电厂浮升烟流穿透模型分析

通过对现有浮升烟流穿透模型的分析,考虑了非均匀层结大气对烟流抬升的影响,提出了一个较为合理的穿透模型,区域性火电厂实例计算结果表明它是有效的.因此,该模型为大型火电厂环境影响评价提供了一种估算浮升烟流穿透过程的实用方法.     

环境模型的统计评价

系统地探讨了评价模型的统计指标,并在BOD反应动力学模型中使用,取得了较好的效果。     

一种新型滑动集电材料的研制及性能研究

利用粉末冶金 /挤压的方法制作了一种新型的Cu C滑动集电材料 ,并对该材料的机械物理、摩擦磨损性能进行了检测 ,结果证明该材料具有较高的抗拉强度、适中的表面硬度、较低的电阻率、优良的摩擦磨损性能 ,是一种较为优良的电力机车滑板材料。其性能测试结果和铁道部标准要求相比 ,优于铁道部标准要求。     

Results of a questionnaire investigation on the management of environmental issues during conceptual design. A case study of two large made-to-order companies

This paper investigates the current treatment of environmental issues by two companies within the large made-to-order sector. Fifty questionnaires were issued to the design team of each company to assess current practice in the integration of environmental issues with design activities, awareness of environmental issues, awareness of existing environmental design tools and the preferred format for a potential clean design tool.     

次级燃料还原燃烧产物内NOx的动力学特性研究

提出了在燃煤电站锅炉炉膛内添加次级燃料建立ＮＯｘ的还原区，以控制ＮＯｘ的排放，建立了描述ＮＯｘ还原动态过程的数学模型和化学动力学模型，对计算值和实测值作了比较分析。     

Adsorption performance of CMK-3 and C-FDU-15 in NO removal at low temperature

CMK-3 and C-FDU-15 samples were synthesized using hard-templating and evaporationinduced self-assembly(EISA) methods,respectively.The pore structures of CMK-3 and CFDU-15 as well as commercial activated carbon were characterized by means of X-ray diffraction,field emission scanning electron microscopy,transmission electron microscopy,and N_2 adsorption–desorption.Adsorption of NO was investigated by means of thermogravimetric analysis,temperature-programmed desorption of NO + O_2,and in situ diffuse reflectance Fourier transform infrared spectroscopy.The results show that the CMK-3 and C-FDU-15 materials possessed ordered and uniform structures.The coadsorption capacity of NO and O_2 decreased in the sequence CMK-3(88.6 mg/g) C-FDU-15(71.7 mg/g) AC(25.3 mg/g).There were two main adsorption species on CMK-3 and CFDU-15:nitrite and nitrate.Nitrite is converted to nitrate easily.However,the adsorption species were more complex on AC,with nitrite being the main species.Moreover,CMK-3 and C-FDU-15 exhibit excellent regeneration efficiency compared with AC.The excellent NO adsorption performance of CMK-3 and C-FDU-15 was associated with their ordered mesoporous structures and high surface areas.The research provides more options for NO adsorption in the future.     

Methodological and Practical Considerations for Developing Multiproject Baselines for Electric Power and Cement Industry Projects in Central America

The Lawrence Berkeley National Laboratory (Berkeley Lab) and the Center for Sustainable Development in the Americas (CSDA) conducted technical studies and organized two training workshops to develop capacity in Central America for the evaluation of climate change projects. This paper describes the results of two baseline case studies conducted for these workshops, one for the power sector and one for the cement industry, that were devised to illustrate certain approaches to baseline setting. Multiproject baseline emission rates (BERs) for the main Guatemalan electricity grid were calculated from 2001 data. In recent years, the Guatemalan power sector has experienced rapid growth; thus, a sufficient number of new plants have been built to estimate viable BERs. We found that BERs for baseload plants offsetting additional baseload capacity ranged from 0.702 kgCO2/kWh (using a weighted average stringency) to 0.507 kgCO2/kWh (using a 10th percentile stringency), while the baseline for plants offsetting load-following capacity is lower at 0.567 kgCO2/kWh. For power displaced from existing load-following plants, the rate is higher, 0.735 kgCO2/kWh, as a result of the age of some plants used for meeting peak loads and the infrequency of their use. The approved consolidated methodology for the Clean Development Mechanism yields a single rate of 0.753 kgCO2/kWh. Due to the relatively small number of cement plants in the region and the regional nature of the cement market, all of Central America was chosen as the geographic boundary for setting cement industry BERs. Unfortunately, actual operations and output data were unobtainable for most of the plants in the region, and many data were estimated. Cement industry BERs ranged from 205 kgCO2 to 225 kgCO2 per metric ton of cement.