{"title":"评价自回归综合移动平均(arima)和人工神经网络(ann)在污水处理系统出水水质预测中的应用。","authors":"HOWARD, C. C.,, ETUK, E. H., , HOWARD, I. C.,","doi":"10.4314/gjpas.v28i1.10","DOIUrl":null,"url":null,"abstract":"The main objective of wastewater treatment is to purify the water by degradation of organic matter in the water to an environmentally friendly status. To achieve this objective, some effluent (waste water) quality parameters such as Chemical oxygen demand (COD) and Biochemical oxygen demand (BOD5) should be measured continuously in order to meet up with the said objective and regulatory demands. However, through the prediction on water quality parameters, effective guidance can be provided to comply with such demand without necessarily engaging in rigorous laboratory analysis. Box-Jenkin’s Auto Regressive Integrated Moving Average (ARIMA) technique is one of the most refined extrapolation techniques for prediction while Artificial Neural Network (ANN) is a modern non-linear method also used for prediction. The Mean Absolute Error (MAE), Mean Absolute Percentage Error (MAPE), Root Mean Square Error (RMSE) and Correlation coefficient (r) are used to evaluate the accuracy of the above-mentioned models. This paper examined the efficiency of ARIMA and ANN models in prediction of two major water quality parameters (COD and BOD5) in a wastewater treatment plant. With the aid of R software, it was concluded that in all the error estimates, ANNs models performed better than the ARIMA model, hence it can be used in the operation of the treatment system.","PeriodicalId":12516,"journal":{"name":"Global Journal of Pure and Applied Sciences","volume":"15 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2022-06-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Evaluation of auto regressive integrated moving average (arima) and artificial neural networks (ann) in the prediction of effluent quality of a wastewater treatment system.\",\"authors\":\"HOWARD, C. C.,, ETUK, E. H., , HOWARD, I. C.,\",\"doi\":\"10.4314/gjpas.v28i1.10\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The main objective of wastewater treatment is to purify the water by degradation of organic matter in the water to an environmentally friendly status. To achieve this objective, some effluent (waste water) quality parameters such as Chemical oxygen demand (COD) and Biochemical oxygen demand (BOD5) should be measured continuously in order to meet up with the said objective and regulatory demands. However, through the prediction on water quality parameters, effective guidance can be provided to comply with such demand without necessarily engaging in rigorous laboratory analysis. Box-Jenkin’s Auto Regressive Integrated Moving Average (ARIMA) technique is one of the most refined extrapolation techniques for prediction while Artificial Neural Network (ANN) is a modern non-linear method also used for prediction. The Mean Absolute Error (MAE), Mean Absolute Percentage Error (MAPE), Root Mean Square Error (RMSE) and Correlation coefficient (r) are used to evaluate the accuracy of the above-mentioned models. This paper examined the efficiency of ARIMA and ANN models in prediction of two major water quality parameters (COD and BOD5) in a wastewater treatment plant. With the aid of R software, it was concluded that in all the error estimates, ANNs models performed better than the ARIMA model, hence it can be used in the operation of the treatment system.\",\"PeriodicalId\":12516,\"journal\":{\"name\":\"Global Journal of Pure and Applied Sciences\",\"volume\":\"15 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-06-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Global Journal of Pure and Applied Sciences\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.4314/gjpas.v28i1.10\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Global Journal of Pure and Applied Sciences","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4314/gjpas.v28i1.10","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Evaluation of auto regressive integrated moving average (arima) and artificial neural networks (ann) in the prediction of effluent quality of a wastewater treatment system.
The main objective of wastewater treatment is to purify the water by degradation of organic matter in the water to an environmentally friendly status. To achieve this objective, some effluent (waste water) quality parameters such as Chemical oxygen demand (COD) and Biochemical oxygen demand (BOD5) should be measured continuously in order to meet up with the said objective and regulatory demands. However, through the prediction on water quality parameters, effective guidance can be provided to comply with such demand without necessarily engaging in rigorous laboratory analysis. Box-Jenkin’s Auto Regressive Integrated Moving Average (ARIMA) technique is one of the most refined extrapolation techniques for prediction while Artificial Neural Network (ANN) is a modern non-linear method also used for prediction. The Mean Absolute Error (MAE), Mean Absolute Percentage Error (MAPE), Root Mean Square Error (RMSE) and Correlation coefficient (r) are used to evaluate the accuracy of the above-mentioned models. This paper examined the efficiency of ARIMA and ANN models in prediction of two major water quality parameters (COD and BOD5) in a wastewater treatment plant. With the aid of R software, it was concluded that in all the error estimates, ANNs models performed better than the ARIMA model, hence it can be used in the operation of the treatment system.