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针对人工模拟的印染废水,设计了缺氧/好氧膜生物反应器相结合的处理装置。系统经过165 d的运+行,结果表明:系统对COD和氨氮一直有很好的去除效果,稳定期COD的去除率可以达到95.0%,NH4+-N平均去除率为96.5%,TP的平均去除率低于50%,TN的去除率处在60%80%之间,活性艳红染料X-3B的去除率在60%80%之间,活性艳红染料X-3B的去除率在60%73%之间,出水含有少量色度。水样中长链的壬基酚聚氧乙烯醚NP10EO的去除率可以达到99%,出水仅含有少量的NP1EO,NP2EO和NP。 相似文献
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Tarek Abichou Morton A. Barlaz Roger Green Gary Hater 《Waste management (New York, N.Y.)》2013,33(10):2006-2014
The Outer Loop landfill bioreactor (OLLB) in Louisville, KY, USA has been the site of a study to evaluate long-term bioreactor performance at a full-scale operational landfill. Three types of landfill units were studied including a conventional landfill (Control cell), a new landfill area that had an air addition and recirculation piping network installed as waste was being placed (As-Built cell), and a conventional landfill that was modified to allow for liquids recirculation (Retrofit cell). During the monitoring period, the Retrofit, Control, and As-Built cells received 48, 14, and 213 L Mg?1 (liters of liquids per metric ton of waste), respectively. The leachate collection system yielded 60, 57 and 198 L Mg?1 from the Retrofit, Control, and As-Built cells, respectively. The head on liner in all cells was below regulatory limits. In the Control and As-Built cells, leachate head on liner decreased once waste placement stopped. The measured moisture content of the waste samples was consistent with that calculated from the estimate of accumulated liquid by the liquid balance. Additionally, measurements on excavated solid waste samples revealed large spatial variability in waste moisture content. The degree of saturation in the Control cells decreased from 85% to 75%. The degree of saturation increased from 82% to 83% due to liquids addition in the Retrofit cells and decreased back to 80% once liquid addition stopped. In the As-Built cells, the degree of saturation increased from 87% to 97% during filling activities and then started to decrease soon after filling activities stopped to reach 92% at the end of the monitoring period. The measured leachate generation rates were used to estimate an in-place saturated hydraulic conductivity of the MSW in the range of 10?8 to 10?7 m s?1 which is lower than previous reports. In the Control and Retrofit cells, the net loss in liquids, 43 and 12 L Mg?1, respectively, was similar to the measured settlement of 15% and 5–8% strain, respectively (Abichou et al., 2013). The increase in net liquid volume in the As-Built cells indicates that the 37% (average) measured settlement strain in these cells cannot be due to consolidation as the waste mass did not lose any moisture but rather suggests that settlement was attributable to lubrication of waste particle contacts, softening of flexible porous materials, and additional biological degradation. 相似文献
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采用生物反应器填埋场消纳生活垃圾,通过改变模拟生物反应器填埋场实验垃圾柱的装填方式和运行方式,对不同垃圾柱的渗滤液水质变化特征进行分析,试验表明,生物反应器填埋场具有稳定时间短,渗滤液污染强度削减快,给后续的渗滤处理系统的设计及运行带来极大的便利。 相似文献
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本设计以沈阳市某污水处理及中水回用设施的控制系统为研究背景,结合污水处理工艺,探讨以日本三菱公司的FX2N系列的PLC在采用膜生物反应器(MBR)工艺的小型污水处理设施中的应用,重点阐述了系统的硬件构成及系统软件的设计思路,具有自动/手动两种工作模式,根据气水比比值以及自吸泵占空比确定鼓风机曝气启动时间,鼓风机自动定时... 相似文献