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Control of an activated sludge wastewater treatment process based on a Calibrated and modified BSM1 Model

机译:基于校正和改进的BSM1模型的活性污泥废水处理过程的控制

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This paper presents process modeling and dissolved oxygen concentration control loop design for an intermittently operated municipal wastewater treatment plant with the goal to reduce the operational costs and further improve effluent quality. A modified Benchmark Simulation Model No.1 (BSM1) developed according to a medium municipal wastewater treatment plant of 4500 m3/day capacity was used as a working scenario. The model was calibrated and validated based on data collected from the real plant. Calibration was performed by varying the kinetic parameters of the model to match the simulation results to experimental data. The model validation was achieved by using several common performance indexes described in the literature. A dissolved oxygen concentration control strategy was designed and tested on the calibrated model. The results indicate a considerable energy saving compared to the initial plant control system.
机译:本文介绍了间歇性市政污水处理厂的过程建模和溶解氧浓度控制回路设计,旨在降低运营成本并进一步提高废水质量。根据一个4500 m的中型城市污水处理厂开发的改良基准测试模型No.1(BSM1) 3 / day容量用作工作方案。根据从实际工厂收集的数据对模型进行校准和验证。通过改变模型的动力学参数以使仿真结果与实验数据相匹配来执行校准。通过使用文献中描述的几种常见性能指标来实现模型验证。设计了溶解氧浓度控制策略,并在校准模型上进行了测试。结果表明,与最初的工厂控制系统相比,可观的能源节省。

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