共查询到20条相似文献,搜索用时 140 毫秒
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以油田钻井废水为处理对象,采用基于臭氧的非均相催化氧化处理工艺,负载了MnO_2催化剂强化臭氧处理效果,实验对比分析单独臭氧化和非均相催化臭氧化的处理效果差异,确定最佳工艺参数条件。X射线衍射分析表明,过量浸渍法制备的催化剂中含有大量活性组分MnO_2,使非均相催化臭氧化去除钻井废水COD的效率提高了45.8%。经工艺优化后,确定非均相催化臭氧化处理钻井废水最佳条件为:催化剂加量50mg/L、反应pH值为11、反应温度20℃、臭氧浓度85mg/L、处理时间50min,此时废水COD最大去除率为83.1%。通过5次重复实验验证,催化剂和系统稳定性几乎不受影响,出水均达到GB 8978—1996《污水综合排放标准》一级标准。 相似文献
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《中国环境管理干部学院学报》2017,(6)
采用臭氧高级氧化技术对某染料废水进行处理,探究不同条件对染料废水COD以及色度的去除效果的影响,确定最佳工艺条件。在最佳条件下,采用单独臭氧、单独紫外、臭氧-紫外、臭氧-双氧水以及臭氧-铁炭五种氧化方法对染料废水进行处理。结果表明:臭氧氧化技术最佳条件为pH值=8,臭氧流量80 L/h,反应时间为2 h;采用最佳处理方案,采用臭氧-紫外高级氧化技术处理染料废水,其脱色率为98.3%,COD去除率为67.0%。 相似文献
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湿式氧化铜基催化剂稳定性及溶出机理的探究 总被引:1,自引:0,他引:1
主要介绍了催化湿式氧化中铜系列催化剂稳定性的影响因素,考察了不同制备方法及工艺参数对催化剂稳定性的影响,研究了湿式处理的反应温度、氧气分压对铜溶出的影响,探讨了催化剂的溶出机理,为湿式氧化的广泛应用提供技术支持。 相似文献
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Merits of ozonation and catalytic ozonation pre-treatment in the algal treatment of pulp and paper mill effluents 总被引:1,自引:0,他引:1
Balcioğlu IA Tarlan E Kivilcimdan C Saçan MT 《Journal of environmental management》2007,85(4):918-926
Since the performance of algal treatment for pulp mill effluent decreases with increasing color intensity and AOX content, which mainly originate from the chlorine bleaching of Kraft pulp, the separated CEH bleaching effluent was pre-treated by both the conventional and the heterogeneous catalytic ozonation processes. An increase in the BOD(5)/COD ratio from 0.11 to 0.28 and 87% color abatement in terms of Pt-Co were achieved by catalytic ozonation, which had the best treatment performance. Biodegradability enhancement of the CEH effluent correlated well with a decrease in toxicity, high-molecular-weight-compound content, and AOX abatement. By the pre-treatment of the CEH bleaching effluent, the overall efficiencies of algal treatment of the combined pulp mill effluent in terms of the fractional removal of COD and color were increased from 76% and 53% to 86-90% and 96-99%, respectively. Effects of both the conventional and the catalytic ozonation pre-treatments on subsequent biological treatment were close to each other and they reduced the filling period of the Sequential Batch Reactor (SBR) cycle from 8 to 5 days. 相似文献
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本文研究了混凝—催化臭氧化对垃圾渗滤液MBR出水COD、UV254和色度的去除效果及可生化性能的影响。在pH 11,FeCl3用量800 mg/L的优化条件下,COD、UV254和色度去除率分别为37.8%、61.9%和88.7%。混凝出水催化臭氧化结果表明,3%-Ce/AC催化臭氧化效率最好,COD去除率为33.6%,臭氧消耗系数为1.40 mgO3/mgCOD。经混凝—催化臭氧化处理后,MBR出水的COD、UV254及色度总去除率分别为58.7%、90.8%及98.7%,BOD5/COD从0.036提高到0.375,可生化性明显改善。 相似文献
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挥发性有机废气净化技术研究进展 总被引:20,自引:4,他引:16
本文对生物净化技术、等离子体净化技术、吸附和催化氧化技术在控制废气中挥发性有机物的研究进展及应用进行了综述。气体生物净化技术在VOCs混合物和改进设备工艺方面开展的研究工作较多,等离子体净化技术与催化技术的组合越来越受到关注。吸附和催化氧化方面则着重在吸附剂(活性炭和沸石)吸附性能的进一步研究和新型催化剂的研制。 相似文献
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木糖生产废水的脱色研究 总被引:2,自引:0,他引:2
实验表明用臭氧化法进行木糖生产废水的脱色处理效果颇佳。在30分钟内就能达到90%的去除率,反应速度受pH、温度等因素影响较小。实验同时表明,臭氧氧化法对COD的去除效果不理想,需要和其它方法结合处理。 相似文献
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In regions characterized by water scarcity, such as coastal Southern California, groundwater containing chromophoric dissolved organic matter is a viable source of water supply. In the coastal aquifer of Orange County in California, seawater intrusion driven by coastal groundwater pumping increased the concentration of bromide in extracted groundwater from 0.4 mg l?1 in 2000 to over 0.8 mg l?1 in 2004. Bromide, a precursor to bromate formation is regulated by USEPA and the California Department of Health as a potential carcinogen and therefore must be reduced to a level below 10 μg l?1. This paper compares two processes for treatment of highly coloured groundwater: nanofiltration and ozone injection coupled with biologically activated carbon. The requirement for bromate removal decreased the water production in the ozonation process to compensate for increased maintenance requirements, and required the adoption of catalytic carbon with associated increase in capital and operating costs per unit volume. However, due to the absence of oxidant addition in nanofiltration processes, this process is not affected by bromide. We performed a process analysis and a comparative economic analysis of capital and operating costs for both technologies. Our results show that for the case studied in coastal Southern California, nanofiltration has higher throughput and lower specific capital and operating cost, when compared to ozone injection with biologically activate carbon. Ozone injection with biologically activated carbon, compared to nanofiltration, has 14% higher capital cost and 12% higher operating costs per unit water produced while operating at the initial throughput. Due to reduced ozone concentration required to accommodate for bromate reduction, the ozonation process throughput is reduced and the actual cost increase (per unit water produced) is 68% higher for capital cost and 30% higher for operations. 相似文献
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