纯人工智能软件传感器与自组织图辅助软件传感器在预测马拉维考马污水处理厂污水 5 天生化需氧量方面的性能比较研究

M. H. Mng’ombe, E. W. Mtonga, B. A. Chunga, R. C. G. Chidya, M. Malota
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摘要

导言:建模在了解废水处理过程中起着至关重要的作用,但由于复杂性和不确定性,传统的确定性模型面临着挑战。人工智能提供了一种无需预先了解系统知识的替代方案。本研究测试了自适应模糊推理系统(ANFIS)的可靠性,这是一种集成了神经网络和模糊逻辑原理的人工智能算法,用于预测污水的生化需氧量。材料与方法:ANFIS 模型是利用马拉维利隆圭市 Kauma 污水处理厂的历史废水质量数据开发和验证的。自组织图(SOM)用于提取原始数据的特征,以提高 ANFIS 的性能。利用成本效益高、更快、更容易测量的变量与污水的相关性,选择了这些变量作为可能的预测因子。进水温度、pH 值、溶解氧和废水化学需氧量都是模型预测因子:比较结果表明,在相同的模型结构下,ANFIS 模型在训练、测试和验证期间的相关系数(R)分别为 0.92、0.90 和 0.81,而 SOM 辅助 ANFIS 模型的相关系数(R)分别为 0.99、0.87 和 0.94。总体而言,尽管在测试阶段 R 值略有下降,但就预测能力而言,SOM 辅助 ANFIS 模型优于传统 ANFIS 模型。为了提高用户交互性和模型的友好性,还开发了图形用户界面。建议将所开发的模型与监控和数据采集系统集成。研究还建议利用马拉维其他废水处理设施和河流的数据对所开发的模型进行再训练,从而扩大该模型的应用范围。
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Comparative study for the performance of pure artificial intelligence software sensor and self-organizing map assisted software sensor in predicting 5-day biochemical oxygen demand for Kauma Sewage Treatment Plant effluent in Malawi
Introduction: Modeling plays a crucial role in understanding wastewater treatment processes, yet conventional deterministic models face challenges due to complexity and uncertainty. Artificial intelligence offers an alternative, requiring no prior system knowledge. This study tested the reliability of the Adaptive Fuzzy Inference System (ANFIS), an artificial intelligence algorithm that integrates both neural networks and fuzzy logic principles, to predict effluent Biochemical Oxygen Demand. An important indicator of organic pollution in wastewater.Materials and Methods: The ANFIS models were developed and validated with historical wastewater quality data for the Kauma Sewage Treatment Plant located in Lilongwe City, Malawi. A Self Organizing Map (SOM) was applied to extract features of the raw data to enhance the performance of ANFIS. Cost-effective, quicker, and easier-to-measure variables were selected as possible predictors while using their respective correlations with effluent. Influents’ temperature, pH, dissolved oxygen, and effluent chemical oxygen demand were among the model predictors.Results and Discussions: The comparative results demonstrated that for the same model structure, the ANFIS model achieved correlation coefficients (R) of 0.92, 0.90, and 0.81 during training, testing, and validation respectively, whereas the SOM-assisted ANFIS Model achieved R Values of 0.99, 0.87 and 0.94. Overall, despite the slight decrease in R-value during the testing stage, the SOM- assisted ANFIS model outperformed the traditional ANFIS model in terms of predictive capability. A graphic user interface was developed to improve user interaction and friendliness of the developed model. Integration of the developed model with supervisory control and data acquisition system is recommended. The study also recommends widening the application of the developed model, by retraining it with data from other wastewater treatment facilities and rivers in Malawi.
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