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Treatment of Mixtures of Methyl Ethyl Ketone(MEK)and Toluene Using Continuous and Sequencing Batch Operated Biofilters

机译:使用连续和测序批量生产的生物过滤器处理甲基乙基酮(MEK)和甲苯混合物的处理

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During the past decade,biofiltration has increasingly been applied as an air pollution control technology to minimize or eliminate emissions of volatile organic compounds from industrial sources.Although of the ability of this technology to maintain high removal efficiency during relatively steady conditions has been well established for many waste streams,a limitation of this technology has been its inability to maintain high removal efficiency during transient periods of elevated contaminant loading(i.e.,"shock loading")typical of many industrial operations.Use of biofilter packing media containing an appreciable contaminant sorption capacity in combination with a sequencing batch operation strategy is a promising method for enhancing contaminant removal during both normal operation and shock loading events.In the research described herein,a conventional continuous-flow biofilter(CFB)and a sequencing batch biofilter(SBB)were operated for more than 295 days to treat a model waste gas stream containing a two-component mixture of toluene and methyl ethyl ketone(MEK).The CFB was packed with polyurethane foam cubes,while the SBB was packed with polyurethane foam cubes coated with activated carbon.During "normal" loading conditions,the model waste stream contained toluene concentrations ranging from 28 to 30 ppmv and MEK concentrations ranging from 80 to 89 ppmv.Both biofilters exhibited stable long-term performance with greater than 99% contaminant removal during these normal loading conditions.On a regular basis,the influent toluene and MEK concentrations were temporarily increased to five times the normal influent concentration for a duration of one hour to test performance during shock loading.Results demonstrate how SBB operation can increase contaminant removal during transient loading conditions.During transient loading experiments,the SBB was able to remove more than 99% of the influent contaminants when subjected to a loading a rate of 209 g center dot m~(-3)centre dot h~(-1).In comparison,the CFB exhibited lower overall removal efficiency.
机译:在过去十年中,生物过滤越来越多地被用作一种空气污染控制技术,以最小化或消除从这种技术的过程中相对稳定的条件下保持高的去除效率的能力工业sources.Although挥发性有机化合物的排放量已经很好地建立了用于许多废物流,这种技术的一个限制是它不能在升高的污染物载荷的瞬态期间保持高去除效率(即,“冲击负荷”)典型含有可观的污染物吸附能力生物滤池填料介质的许多工业operations.Use的在具有序批式操作策略组合对于events.In研究本文所述的正常运行和冲击负荷过程中加强的污染物去除,常规的连续流生物滤池(CFB)和序批式生物滤池(SBB)有希望的方法进行操作超过295天治疗模型废气流含有甲苯和甲基乙基酮(MEK)。该CFB中填充聚氨酯泡沫立方体,而SBB挤满了涂覆有活化carbon.During“正常”负载条件下聚氨酯泡沫立方体,该模型废物的双组分混合物这些正常负荷conditions.On定期,进水甲苯期间流含有甲苯浓度范围为28至30 ppmv的和MEK浓度范围为80至大于99%的污染物去除89个ppmv.Both生物过滤器表现出长期稳定的性能和MEK浓度冲击过程中暂时提高到正常进水浓度五倍一小时的持续时间,以测试性能loading.Results演示SBB操作如何提高负载瞬态过程中污染物的去除conditions.During瞬态加载实验,SBB能够删除当经受装载209克中心的速率点米〜(-3)CE进水污染物的99%以上的ntre点H〜(-1)。在比较,CFB表现出较低的整体去除效率。

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