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dc.contributor.authorKwio-Tamale, Julius Caesar
dc.contributor.authorOnyutha, Charles
dc.date.accessioned2024-09-13T12:01:24Z
dc.date.available2024-09-13T12:01:24Z
dc.date.issued2024-09-10
dc.identifier.citationKwio-Tamale, J. C. & Onyutha, C. (2024). Space–time prediction of residual chlorine in a water distribution network using artificial intelligence and the EPANET hydraulic model. Water Practice & Technology. https://doi.org/10.2166/wpt.2024.231.en_US
dc.identifier.urihttps://doi.org/10.2166/wpt.2024.231
dc.identifier.urihttps://hdl.handle.net/20.500.12504/2066
dc.descriptionP. (1-13) ;en_US
dc.description.abstractInsufficient knowledge of physical models and difficulty in fitting statistical models impair the choice of models to regulate residual chlorine in water distribution. This paper compared the performance of physical and statistical models in predicting residual chlorine concentrations in drinking water distribution. Drinking water was sampled from the downstream 128 water points water pipeline. Online chlorine concentrations were determined at water draw-off points. EPANET, the physical model, was used because of its efficiency in tracking dissolved chemicals. Statistical models used were regression, decision tree, random forest and artificial neural network. In the whole distribution network, the artificial neural network performed at R2 of 94%, multi-linear regression (62%), random forest (55%), decision tree (41%), and EPANET (24%). However, EPANET yielded improved performance with R2 above 70% when separately applied to individual sub-distribution networks; hence, is recommended for secondary chlorination in small distribution networks. For modelling large distribution networks, statistical models, especially an artificial neural network, are recommended. However, such cases still need support from confirmatory systems of interpretable parametric or hydraulic models that can achieve good performance with R2 80%. Water utilities can use these results to deploy model(s) for managing residual chlorine within safe limits of residual chlorine concentration in water distribution practice.en_US
dc.language.isoenen_US
dc.publisherWater Practice & Technologyen_US
dc.subjectArtificial intelligenceen_US
dc.subjectEPANETen_US
dc.subjectResidual chlorine decayen_US
dc.subjectWater quality modellingen_US
dc.titleSpace–time prediction of residual chlorine in a water distribution network using artificial intelligence and the EPANET hydraulic modelen_US
dc.typeArticleen_US


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