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Modeling of nitrogen removal and control strategy in continuous-flow-intermittent-aeration process

机译:连续流-间歇曝气过程中脱氮建模及控制策略

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The continuous-flow-intermittent-aeration process was introduced to achieve nitrogen removal in a wastewater treatment plant (WWTP). Without structural readjustment of completed mixed activated-sludge treatment unit, operation scheme of intermittent aeration would be upgraded to promote the WWTP performance. As an aid of the implementation, mathematical simulation models were developed as an invaluable tool. Due to some uncertainties associated with the mechanisms and quantification of the process, some simplification in a reliable model should be addressed progressively by using the relevant information drawn from the existing models, the literature and the works on the experiments. An unsteady-state model for the upgrade of WWTP process was developed. The model predictions are coincident with the practical trends of the effluents, which the error percentages are about 10%. Moreover, the model facilitates the insight into nitrogen removal with the process operational conditions. The study could provide some valuable reference and recommendation on the design and operation of the municipal WWTP.
机译:引入连续流-间歇曝气工艺以实现废水处理厂(WWTP)的脱氮。如果不对已完成的混合活性污泥处理装置进行结构调整,将升级间歇曝气的运行方案,以提高污水处理厂的性能。作为实现的帮助,数学仿真模型被开发为一种宝贵的工具。由于与过程的机理和量化有关的不确定性,应使用从现有模型,文献和实验工作中获得的相关信息逐步解决可靠模型中的某些简化问题。开发了用于污水处理厂工艺升级的非稳态模型。该模型预测与废水的实际趋势相吻合,其误差百分比约为10%。此外,该模型有助于了解工艺操作条件下的脱氮效果。该研究可以为市政污水处理厂的设计和运行提供一些有价值的参考和建议。

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