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Estimation of biological kinetic parameters from a continuous integratedozonation-activated sludge system treating domestic wastewater

机译:连续一体化臭氧活化污泥系统处理生活污水的生物动力学参数估计

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The feasibility of treating municipal wastewater by a combined ozone-activated sludge continuous flow system was studied. Lab-scale experiments of both single activated sludge and combined ozone-activated sludge processes were carried out to determine the kinetic coefficients of the biological stage. The results obtained indicated a clear improvement in the kinetic parameters of the aerobic oxidation when a pre-ozonation stage was applied. Particularly, COD removal and nitrification rates were highly increased. The biokinetic parameters were also used to simulate and optimize the continuous reaction system. From the model prediction it was concluded that the integrated process (i.e., ozone-ASP) may significantly increase the waste reduction capacity. The results presented here provide a useful basis for further scaling up and efficient operation of ozone-ASP units in wastewater treatment processes.
机译:研究了组合式臭氧活化污泥连续流系统处理城市废水的可行性。对单一活性污泥和臭氧活化污泥工艺进行了实验室规模的实验,以确定生物阶段的动力学系数。所获得的结果表明,当应用预臭氧化阶段时,好氧氧化的动力学参数有了明显的改善。特别是,COD的去除和硝化率大大提高。生物动力学参数也用于模拟和优化连续反应系统。从模型预测中可以得出结论,综合过程(即臭氧-ASP)可显着提高废物减少能力。此处提供的结果为进一步扩大废水处理过程中的臭氧-ASP装置并使其有效运行提供了有用的基础。

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