首页> 外文期刊>Journal of Environmental Science and Health. A, Toxic/Hazardous Substances & Environmental Engineering >Effects of dissolved oxygen on biological nitrogen removal in integrated fixed film activated sludge (IFAS) wastewater treatment process
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Effects of dissolved oxygen on biological nitrogen removal in integrated fixed film activated sludge (IFAS) wastewater treatment process

机译:固定膜活性污泥(IFAS)废水处理工艺中溶解氧对生物脱氮的影响

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The objective of this research was to determine the effects of dissolved oxygen on the biological nitrogen removal in the Integrated Fixed Film Activated Sludge (IFAS) and Modified Ludzack-Ettinger (MLE) systems. The carbonaceous and nitrogen removals were investigated at the COD/Nitrogen (C/N) ratios of 4,6, and 10, and the dissolved oxygen (DO) concentrations of 2,4, and 6 mg/L. The experimental results indicate that the C/N ratios of 4, 6, and 10 and the DO concentrations of 2, 4, and 6 affected insignificantly on the chemical oxygen demand (COD) removal, but significantly on the nitrogen removal as the consequences of different nitrification and denitrifcation rates in both systems. The COD removal was nearly completed throughout this study because glucose was used as a primary carbon source in the wastewater and both systems were operated at high SRT relative to the minimum SRT requirement for COD removal. The experimental conditions used in this study apparently led to nitrite accumulation in both IFAS and MLE systems. It is suggested that there is no benefit of installing media in the IFAS system at the C/N ratio of 10 because the system was underloaded with the nitrogen. The lower DO concentration, the greater denitrification in the anoxic zone was achieved because nitrite nitrogen was used as an electron acceptor. At the C/N ratios of 4 and 6, the IFAS system was higher in capacity for nitrification as a result of attached biomass on the support media in the aerobic zone. The DO concentration of 6 mg/L is required to maximize the nitrification rates in the systems under these experimental conditions resulting in greater oxidized nitrogen for denitrification in the anoxic zones. The denitrification in the aerobic zone of the IFAS system is not evaluated due to unavailability of nitrite information. The optimal DO concentrations for biological nitrogen removal in the IFAS system at the C/N ratios of 4, 6, and 10 in this study were 6, 6, and 2 mg/L, respectively.
机译:这项研究的目的是确定溶解氧对固定固定膜活性污泥(IFAS)和改良的Ludzack-Ettinger(MLE)系统中生物脱氮的影响。在COD /氮(C / N)比为4,6和10,溶解氧(DO)浓度为2,4和6 mg / L的条件下研究了碳和氮的去除。实验结果表明,C / N比为4、6和10以及DO浓度为2、4和6对化学需氧量(COD)的去除影响不显着,但对氮的去除的影响显着两个系统的硝化和反硝化速率不同。在整个研究过程中,COD的去除几乎完成了,因为葡萄糖被用作废水中的主要碳源,并且相对于COD去除的最低SRT要求,两个系统都在较高的SRT下运行。这项研究中使用的实验条件显然导致了IFAS和MLE系统中亚硝酸盐的积累。建议在IFAS系统中以10的C / N比安装介质没有好处,因为该系统的氮气负荷不足。由于亚硝酸盐氮用作电子受体,DO浓度越低,在缺氧区域的反硝化作用就越大。在4/6的C / N比下,由于有氧区支持介质上附着了生物质,因此IFAS系统的硝化能力更高。在这些实验条件下,为了使系统中的硝化速率最大化,需要6 mg / L的DO浓度,从而导致更多的氧化氮用于缺氧区域的反硝化。由于无法获得亚硝酸盐信息,因此未评估IFAS系统好氧区的反硝化作用。在本研究中,IFAS系统中C / N为4、6和10的生物脱氮的最佳溶解氧浓度分别为6、6和2 mg / L。

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