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A wastewater treatment using a biofilm airlift suspension reactor with biomass attached to supports: a numerical model.

机译:使用生物膜气举悬浮反应器将生物质附着在支撑物上的废水处理:一个数值模型。

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摘要

A mathematical model of the biological process occurring in a modified biofilm airlift suspension reactor is presented. When compared with a traditional wastewater treatment plant, a biofilm airlift suspension process has major advantages, such as higher oxygen levels in the bulk fluid and lower space requirements. The limited volumes obtained with this technique generally do not allow to reach the high times of contact required for an efficient removal of nitrogen that normally are characterized by a slower kinetics than carbonaceous compounds. To avoid this problem, supports for attached biomass growth were inserted in the reactor. Both physical and biological aspects were incorporated into the presented model to simulate the removal processes of the substrates. A sensitivity analysis was performed, and the model was validated using experimental results obtained at a lab-scale plant. This model can accurately estimate the removal rate in different boundary conditions providing the details of the water quality profiles through the reactor and in the attached biomass. The model thus represents a valid aid for design purposes and for the management of treatment plants that use these uncommon reactors. The model also provides the required hydraulic retention time for a complete nitrification and the appropriate recirculation ratio. The results have shown the full-scale applicability of this treatment due to its efficiencies coupled to the advantages of its low impact, low space requirement and low sludge production.
机译:提出了在改进的生物膜气举悬浮反应器中发生的生物过程的数学模型。与传统的废水处理厂相比,生物膜气浮悬浮工艺具有主要优势,例如散装流体中的氧气含量更高,空间需求更低。用这种技术获得的有限体积通常不允许达到有效去除氮所需的高接触时间,这通常比碳质化合物的动力学慢。为了避免该问题,将用于附着的生物质生长的支持物插入反应器中。物理和生物学方面都被结合到提出的模型中以模拟基质的去除过程。进行了敏感性分析,并使用在实验室规模的工厂获得的实验结果验证了该模型。该模型可以准确估计在不同边界条件下的去除率,从而提供通过反应器和所附着生物质的水质概况的详细信息。因此,该模型为设计目的和使用这些不常见反应器的处理厂的管理提供了有效的帮助。该模型还提供了完全硝化所需的水力停留时间和适当的再循环比。结果表明,由于该处理的效率高,影响小,所需空间少,污泥产生量少等优点,该处理方法具有全面的适用性。

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