共查询到18条相似文献,搜索用时 78 毫秒
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活性污泥法处理污水产生的大量剩余污泥已成为大多数污水处理厂亟待解决的问题,而污泥减量就是从源头上减少污泥的产生。臭氧氧化技术是一种有潜力的清洁无二次污染的污泥减量技术。文中阐述了臭氧在污泥减量技术中的应用背景及基本原理,从不同角度分析了臭氧氧化技术的应用现状,指出了最新的研究热点以及当前存在的问题和未来可能的发展方向。 相似文献
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利用臭氧氧化实现污泥的减量 总被引:5,自引:0,他引:5
采用AO工艺,对应用臭氧氧化实现污泥减量进行了研究。结果表明,随着臭氧氧化污泥比例的增加,污泥表观产率系数也随之降低,在臭氧投量为0.05gO3/gSS,每天氧化的污泥分别为反应器内污泥的10%、20%、30%时,污泥表观产率系数分别减少24%、46%、73%。虽然随着污泥氧化比例的增大,氧化系统出水COD有所增加,但氧化系统仍能保持其生物处理能力,COD去除率在88%以上。污泥的耗氧速率(OUR)测量结果显示,长期臭氧氧化后,氧化系统OUR为38.2mgO2/gVSS·h,对照系统的OUR为45.9mgO2/gVSS·h,虽然氧化系统OUR略小于对照系统,但氧化系统中的污泥仍有很高的活性,臭氧氧化基本未对系统的生物处理能力产生不利影响。 相似文献
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初步研究了臭氧、单独投加氯化铁、先臭氧曝气后投加氯化铁、先投加氯化铁后臭氧曝气对活性污泥的影响,分析了臭氧作用时间、Fe Cl_3浓度及氯化铁/臭氧组合次序对活性污泥性质的影响。研究表明:随着臭氧作用时间的延长,污泥的悬浮固体(TS)、挥发性悬浮固体(VTS)及VTS/TS均逐渐减小,污泥比阻先略微上升后逐渐下降,污泥上清液中的COD增加明显。单独投加氯化铁后,污泥比阻和污泥上清液中的COD均逐渐降低。氯化铁/臭氧组合工艺对污泥的作用效果不同,污泥的TS由低到高的排列顺序为Fe Cl_3/O_3O_3O_3/Fe Cl_3Fe Cl_3;污泥上清液中COD由高到低的排列顺序为O_3O_3/Fe Cl_3Fe Cl_3/O_3Fe Cl_3;污泥比阻由低到高的排列顺序为Fe Cl_3/O_3O_3/Fe Cl_3Fe Cl_3O_3。实验结果表明,Fe Cl_3/O_3法在污泥减量化及改善污泥脱水性能方面优于其他方法。 相似文献
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研究了不同浓度活性炭、活性焦和Mn2+催化作用下臭氧氧化污泥碳源释放情况,发现Mn2+为较佳催化剂。本文进一步对比考察了不同Mn2+投加量对催化臭氧化污泥溶胞释放有机物的影响以及反应前后污泥特性的差异,探究了Mn2+催化臭氧化促进溶胞作用的机理。结果表明,在臭氧氧化污泥时添加Mn2+能促进污泥碳源的释放,其中当Mn2+投加量为1.5mmol/L时,污泥碳源的释放效果较佳,溶解性化学需氧量的变化值(ΔSCOD)质量浓度为76mg/L,约为单独臭氧氧化(O3组)的4倍;污泥絮体胞外聚合物溶解性蛋白和腐殖质含量较原泥(空白组)和O3组相比均有显著增加,分别为2倍和2.3倍,证实了Mn2+催化氧化促进了活性污泥胞内有机物的溶出。进一步的机理探究得出,O3+Mn2+组·OH产量为O3组的1.15~1.74倍,说明Mn2+催化氧化促进了反应过程中活性自由基尤其是·OH的生成。Mn2+催化臭氧氧化活性污泥在强化污泥破胞的同时,对污泥的理化性质影响较小,基本与单独臭氧氧化维持在同一水平,后续将其应用于基于臭氧旁路处理的污泥原位减量连续工艺有较大的可行性和实际意义。 相似文献
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A Huysmans M Weemaes P
A Fonseca W Verstraete 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》2001,76(3):321-324
Intermittent ozonation of a part of the recycle sludge was performed two times a week for a laboratory‐scale reactor at an average ozone dose of 0.019 g O3(gSSozonated)?1. Under these conditions a decrease of about 50% in sludge growth was obtained for the ozone‐treated system, in comparison with the control. As a consequence less sludge had to be removed from the test reactor. Only a slight decrease in quality of effluent was noticed. A comparative cost calculation was made, based on these results, between an ozone‐treated activated sludge system and a traditional activated sludge system. © 2001 Society of Chemical Industry 相似文献
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Oliver Järvik Andres Viiroja Sven Kamenev Inna Kamenev 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》2011,86(7):978-984
BACKGROUND: Ozone is applied in wastewater treatment for effluent water quality improvement (post‐ozonation) as well as for excess sludge reduction (in the recirculation line). There is some evidence that ozone dosed directly to aerobic biooxidation (ABO) process enhances degradation of recalcitrant compounds into intermediates, following their biodegradation in the same reactor. However, no information regarding the influence of ozone on sludge yield in this system was found. Therefore, the current work aimed to evaluate the effect of ozone on the sludge yield when ozone is dosed directly to the ABO process. In addition, batch and continuous treatment schemes for phenolic wastewater treatment are compared. RESULTS: The results revealed that an optimal ozone dose of ~30 mgO3 L?1 day?1 reduced the sludge yield by ~50%, while effluent water quality in terms of total chemical oxygen demand (TCOD), compared with a conventional ABO process, was improved by 35.5 ± 3.6%. Slight improvement in soluble COD removal at the same ozone dose was also detected. The toxicity of effluent water was reduced as the ozone dose was increased. CONCLUSIONS: In an integrated ozonation‐ABO process it is possible to simultaneously reduce sludge yield and to improve effluent water quality, as COD and toxicity are reduced. Copyright © 2011 Society of Chemical Industry 相似文献
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生物预酸化处理明胶废水对活性污泥减量化的作用 总被引:2,自引:0,他引:2
明胶废水具有高钙、高COD等特点而难于处理。通过对明胶废水进行生物预酸化处理,研究了活性污泥法处理明胶废水过程中COD去除率、MLSS、MLVSS以及无机灰分的变化。结果表明,经过生物预酸化处理后,明胶废水的p H由11.8降至7.4左右,COD由1 058 mg/L降至671 mg/L。后续活性污泥法处理过程中,与未进行生物预酸化处理相比,MLSS、MLVSS呈明显下降趋势,最终COD去除率达到90%;同时由于反应器维持在较低的p H下运行,避免了曝气生成CaCO_3沉淀,污泥无机灰分减少。生物预酸化处理对污泥减量化有明显贡献。 相似文献