Literature DB >> 33248333

Development of an ensemble of machine learning algorithms to model aerobic granular sludge reactors.

Mohamed Sherif Zaghloul1, Oliver Terna Iorhemen2, Rania Ahmed Hamza3, Joo Hwa Tay4, Gopal Achari4.   

Abstract

Machine learning models provide an adaptive tool to predict the performance of treatment reactors under varying operational and influent conditions. Aerobic granular sludge (AGS) is still an emerging technology and does not have a long history of full-scale application. There is, therefore, a scarcity of long-term data in this field, which impacted the development of data-driven models. In this study, a machine learning model was developed for simulating the AGS process using 475 days of data collected from three lab-based reactors. Inputs were selected based on RReliefF ranking after multicollinearity reduction. A five-stage model structure was adopted in which each parameter was predicted using separate models for the preceding parameters as inputs. An ensemble of artificial neural networks, support vector regression and adaptive neuro-fuzzy inference systems was used to improve the models' performance. The developed model was able to predict the MLSS, MLVSS, SVI5, SVI30, granule size, and effluent COD, NH4-N, and PO43- with average R2, nRMSE and sMAPE of 95.7%, 0.032 and 3.7% respectively.
Copyright © 2020 Elsevier Ltd. All rights reserved.

Entities:  

Keywords:  Adaptive Neuro-Fuzzy Inference Systems; Aerobic granular sludge; Artificial neural networks; Machine Learning; Sequencing Batch Reactors; Support Vector Regression

Year:  2020        PMID: 33248333     DOI: 10.1016/j.watres.2020.116657

Source DB:  PubMed          Journal:  Water Res        ISSN: 0043-1354            Impact factor:   11.236


  1 in total

1.  The water supply association analysis method in Shenzhen based on kmeans clustering discretization and apriori algorithm.

Authors:  Xin Liu; Xuefeng Sang; Jiaxuan Chang; Yang Zheng; Yuping Han
Journal:  PLoS One       Date:  2021-08-05       Impact factor: 3.240

  1 in total

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