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Ozonation as a Means to Optimize Biological Nitrogen Removal from Landfill Leachate

机译:臭氧化是优化垃圾渗滤液生物脱氮的一种方法

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摘要

In this study, we investigate factors that can affect nitrification and denitrification in a moving bed biofilm system, treating partly stabilized landfill leachate. The optimization ofbiological treatment by means of controlled ozonation is additionally evaluated. Results obtained with a laboratory-scale, continuous-flow biofilm system suggest that nitrogen removal can be limited by the low influent biodegradable substrate concentrations, and that autotrophic nitrification can be adversely impacted by the high alkalinity buffer and ammonium/ammonia concentration. Our results suggest an optimum ozone dosage as high as 0.5 g/L O3 can be required to effectively decrease the effluent soluble COD concentration and pH profile in the aerobic reactors, improve the biodegradable COD production from inert compounds, and induce chemical nitrification in the system. The specific cost of ozonation 'evaluated is 0.36-0.73 euro/m~3 with 911 mg/L average effluent soluble COD measured in the biofilm system.
机译:在这项研究中,我们调查了影响移动床生物膜系统中硝化和反硝化的因素,这些垃圾处理了部分稳定的垃圾渗滤液。此外,还评估了通过受控的臭氧化对生物处理的优化。用实验室规模的连续流生物膜系统获得的结果表明,低的进水生物可降解底物浓度可能会限制氮的去除,而高碱度缓冲液和铵/氨的浓度会对自养硝化产生不利影响。我们的结果表明,可能需要高达0.5 g / L O3的最佳臭氧剂量,以有效降低好氧反应器中废水的可溶性COD浓度和pH曲线,改善惰性化合物的可生物降解的COD产量,并在系统中诱导化学硝化。经评估,在生物膜系统中测得的平均臭氧化平均成本为911 mg / L,其臭氧化的具体成本为0.36-0.73欧元/ m〜3。

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