沈阳市苏家屯区危险废物管理、处置现状与对策

对沈阳市苏家屯区危险废物现状进行了调查,分析了危险废物的来源、产生量、特征及存在的主要问题。在此基础上,提出对危险废物管理处置对策,包括开展危险废物申报登记;加强苏家屯区危险废物监督管理;源头控制危险废物污染产生和建设危险废物集中处置场等。     

我国电子废弃物的管理及发展道路研究

我国电子废弃物的处理处置正向产业化方向稳步推进。本文概括了电子废弃物的特点,以及我国目前处理电子废弃物的现状。遵照循环经济理念,并基于我国国情,提出了我国在电子废弃物处理处置过程中应遵循的主要原则和今后的发展方向。     

生活垃圾焚烧飞灰在饰面砖中资源化应用技术

分析了飞灰的性质,利用飞灰、红泥及缸砂研制饰面砖,研究了飞灰对饰面砖性能及微观结构的影响,并对其安全性进行了评价。结果表明:飞灰主要化学成分是CaO、SiO2、Al2O3,构成SiO2-Al22O3-金属氧化物体系,可用作饰面砖的原材料;当飞灰掺加量为20%时,饰面砖表现出良好的性能:抗压强度19·2MPa,吸水率7·2%,表观质量达到一等品要求;与飞灰相比,饰面砖中重金属浸出能力大大降低:As、Pb、Ni、Cr、Cu、Hg、Cd水平振荡浸出毒性未检测出,Zn的水平振荡浸出值下降到飞灰中的0·014倍,Hg、Cd有效浸出毒性未检测出,As、Pb、Ni、Cr、Cu、Zn的有效浸出毒性分别下降到飞灰中的0·056、0·001、0·067、0·058、0·056、0·029倍。     

UASB处理低浓度城市生活污水的中试试验

研究1·2m3厌氧反应器(UASB),在自然温度(水温32~5℃)下,处理CODCr浓度为200mg/L左右的低浓度生活污水。实验采用颗粒污泥接种二次启动法。水处理系统在水温32~5℃范围内运行6个月的时间,UASB反应器在上升流速为1·4~1·7m/h,水力停留时间(HRT)为3·0~2·5h,CODCr有机污泥负荷(SLR)为0·06~0·13kg/(kg·d)时,去除效率比较稳定,CODCr去除率达40%~80%。     

炼化混合废水达标排放技术改造

通过对炼化混合废水处理工序进行全过程分析与检测,找出影响外排水达标排放的因素,对加药、释放器及生化系统提出了改造方案,改造后的结果表明,浮选与生化系统的降解能力得到提高,外排水水质明显改善,实现达标排放。     

蜡防印花生产废水处理工程扩改设计

对蜡防印花生产废水处理工程进行扩改设计,实际结果表明:机械洗蜡废水分流后经双级气浮处理,蜡回收率和处理水回用率可达90%以上;皂化脱蜡废水分流后采用酸化-气浮处理,蜡回收率可达95%以上,出水与印花水洗废水经微电解脱色,脱色率可达85%以上;混合废水经混凝气浮-生物接触氧化-沉淀-过滤组合工艺处理,出水达标排放。该处理工艺效率高,效果稳定,经济效益和环境效益高。     

楚雄德胜钢铁公司烧结机尾除尘改造实践

介绍楚雄德胜钢铁公司19·6m2烧结机尾除尘系统改造工程中使用三电极电除尘器的工艺及有关设计技术问题,并根据使用效果进行分析总结。结果表明,在设计参数选择恰当的情况下,三电极电除尘器对烧结烟气有较好的除尘效果,这些经验和操作中存在的问题供烧结机尾除尘工程设计参考。     

沈阳市有机农业的发展趋势

阐述了造成农产品污染的原因,进而提出发展有机农业的必要性,及国内外有机农业发展的现状和趋势,指出沈阳市发展有机农业的优势所在。     

铝业赤泥免烧砖中试生产及产业化

利用铝厂赤泥、自备电厂粉煤灰、矿山石渣为主要原料在国内第一条赤泥砖生产线上进行了中试生产,采用了自然养护和蒸压养护两种生产工艺。自然养护的赤泥免烧砖达到了非烧结普通粘土砖标准(JCT4221991)(1996)中15级要求,蒸压养护的赤泥免烧砖达到了蒸压灰砂国家标准(GB119451999)中优等品MU15级的要求。通过成本核算,自然养护的赤泥免烧砖的生产成本能够控制在0.11元块以下,蒸压养护的赤泥免烧砖的生产成本能够控制在0.14元块以下,具有较好的经济性。     

Temporal and spatial distributions of sediment total organic carbon in an estuary river

Understanding temporal and spatial distributions of naturally occurring total organic carbon (TOC) in sediments is critical because TOC is an important feature of surface water quality. This study investigated temporal and spatial distributions of sediment TOC and its relationships to sediment contaminants in the Cedar and Ortega Rivers, Florida, USA, using three-dimensional kriging analysis and field measurement. Analysis of field data showed that large temporal changes in sediment TOC concentrations occurred in the rivers, which reflected changes in the characteristics and magnitude of inputs into the rivers during approximately the last 100 yr. The average concentration of TOC in sediments from the Cedar and Ortega Rivers was 12.7% with a maximum of 22.6% and a minimum of 2.3%. In general, more TOC accumulated at the upper 1.0 m of the sediment in the southern part of the Ortega River although the TOC sedimentation varied with locations and depths. In contrast, high concentrations of sediment contaminants, that is, total polycyclic aromatic hydrocarbons (PAHs) and polychlorinated biphenyls (PCBs), were found in sediments from the Cedar River. There was no correlation between TOC and PAHs or PCBs in these river sediments. This finding is in contradiction to some other studies which reported that the sorption of hydrocarbons is highly related to the organic matter content of sediments. This discrepancy occurred because of the differences in TOC and hydrocarbon source input locations. It was found that more TOC loaded into the southern part of the Ortega River, while almost all of the hydrocarbons entered into the Cedar River. This study suggested that the locations of their input sources as well as the land use patterns should also be considered when relating hydrocarbons to sediment TOC.