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膜生物反应器强化脱氮除磷工艺优化与控制 总被引:2,自引:0,他引:2
随着城镇污水排放标准对氮、磷等营养元素的进一步提高,对于传统污水处理工艺来讲是一种挑战.膜生物反应器工艺技术以其独特的优势备受关注,在强化脱氮除磷方面亦表现出优于传统工艺的特点.非传统脱氮除磷的观念的后置反硝化工艺(无外加碳源)在膜生物反应器中得到了应用,并取得良好的去除营养物的效果.从现有的MBR脱氮除磷工艺着手,分析探讨了MBR脱氮除磷工艺研究进展及其应用前景. 相似文献
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不同C/N对气升式内循环膜反应器的脱氮除磷的影响 总被引:1,自引:0,他引:1
提出了一种新型的气升式内循环膜反应器的设计构想,利用曝气来实现混合液在厌氧区和好氧区的循环,采用变液位间歇交换模式在厌氧区创造厌氧、缺氧交替环境,通过加强反硝化除磷过程实现污水同步脱氮除磷。对气升式内循环膜反应器进行了初步的研究,考察了不同m(C)/m(N)对脱氮除磷的影响。结果表明,在高的m(C)/m(N)(有机碳源和无机氨氮的质量比)条件下,TN、COD和PO43--P的去除率可以分别达到85%、95%和95%,该反应器需要高含量的碳源;在周期试验表明该反应器中具有反硝化聚磷菌,并且了解到了TN、COD和PO43--P等污染物的去除过程。 相似文献
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水解酸化技术用于污泥减量与强化脱氮除磷 总被引:4,自引:0,他引:4
水解酸化工艺,可以使废水中有机大分子物质分解为小分子物质,目前主要被用于难生物降解的有机废水的预处理。综述了水解酸化的机理、影响因素及其在污泥减量化和强化脱氮除磷作用中的研究进展,并分析了水解酸化复合处理技术的研究前景。 相似文献
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城镇污水采用活性污泥法除磷脱氮工艺探讨 总被引:1,自引:0,他引:1
近年来,随着洗涤剂的广泛使用,废水中氮、磷的含量明显增加,引起水体富营养化加剧,因此,必须有效提高城镇污水处理厂氮和磷的去除。对多种除磷脱氮的活性污泥法,包括氧化沟工艺。A^2/O工艺、UCT工艺等,进行比较与分析,结果表明,UCT工艺比较适合除磷脱氮要求较高的污水处理厂应用。 相似文献
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The Effect of Pulsed Direct Current Field on the Membrane Flux of a New Style of Membrane Bioreactor
The effect of a pulsed direct current electric field on the membrane flux of an antifouling Membrane Bioreactor (MBR) designed and built in the laboratory was studied. The results showed that a pulsed direct current electric field had a significant effect on the membrane flux. The average membrane flux when using a pulse direct current electric field was between that of a steady electric field and that of no electric current under a trans‐membrane pressure drop of ΔP = 0.1 MPa and a pulsed direct current electric field strength of 20 V/cm. There was an optimum value of pulse intensity and pulse duration for the membrane flux. The shorter the pulse interval time was, the higher the frequency of power‐on, and the higher the average stable membrane flux of the MBR. This may have resulted from the fact that charged coarse particles and colloids account for 80 % of CODcr and BOD5 in urban domestic sewage. These particles and colloids moved away from the membrane surface at a certain electrical field strength, gradually thinning the particle sedimentary layer, reducing the membrane filtration resistance, and increasing the membrane flux significantly. However, the formation of a sedimentary layer on the membrane surface needed a significant amount of time and an appropriate pulse frequency while the MBR is powered on. This could save energy while keeping the membrane clean. 相似文献
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改进的SBR对城市污水脱氮除磷性能的研究 总被引:1,自引:0,他引:1
阐述了影响SBR脱氮除磷的因素(如污泥颗粒化、沉淀时间、进水COD负荷等)和最佳条件。取一定体积的城市污水,测量其进水COD、氨氮、总氮、总磷,并通过向SBR反应器污水中接种城市废水絮凝污泥,设定不同的循环周期,改变每个周期的沉淀时间等改进,培养颗粒化污泥促进其对处理结果的影响。通过实验得出水力停留时间、污泥龄,曝气时间、进水负荷、以及是否投加碳源,即不同碳氮比等因素对SBR处理效果的影响,检测不同周期氮磷的去除率。 相似文献
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A sludge ozonation process with lab-scale anaerobic/oxic (A/O) system was used to investigate the utilization of the ozonized sludge (OS) supernatant as extra carbon source for denitrification. The optimal ozone dose for the sludge ozonation was 0.2 gO3/gSS. The concentrations of SCOD, BOD, NH3-N and TN in the supernatant increased respectively at this ozone dose. In the meantime, the sludge was significantly reduced. The OS supernatant had negative effect on nitrification because of low pH and alkalinity. After alkalinity adjustment, the A/O with the OS supernatant as the extra carbon source achieved a nitrogen removal rate of 78%, which was very close to the control experiment using glucose (79%). 相似文献