Comparing ANN and ARIMA model in predicting the discharge of River Opeki from 2010 to 2020

dc.contributor.authorFashae, O. A.
dc.contributor.authorOlusola, A. O.
dc.contributor.authorNdubuisi, I.
dc.contributor.authorUdomboso, C. G.
dc.date.accessioned2021-05-24T08:57:03Z
dc.date.available2021-05-24T08:57:03Z
dc.date.issued2018
dc.description.abstractMany attempts have been made in the recent past to model and forecast streamflow using various techniques with the use of time series techniques proving to be the most common. Time series analysis plays an important role in hydrological research. Traditionally, the class of autoregressive moving average techniques models has been the statistical method most widely used for modelling water discharge, but it has been shown to be deficient in representing nonlinear dynamics inherent in the transformation of runoff data. In contrast, the relatively newly improved and efficient soft computing technique artificial neural networks has the capability to approximate virtually any continuous function up to an arbitrary degree of accuracy, which is not otherwise true of other conventional hydrological techniques. This technique corresponds to human neurological system, which consists of a series of basic computing elements called neurons, which are interconnected together to form networks. The aim of the study is to compare the artificial neural network and autoregressive integrated moving average to model River Opeki discharge (1982–2010) and to use the best predictor to forecast the discharge of the river from 2010 to 2020. The performance of the two models was subjected to statistical test based on correlation coefficient (r) and the root‐mean‐square error. The result showed that autoregressive integrated moving average performs better considering the level of root‐mean‐square error and higher correlation coefficient.en_US
dc.identifier.issn1535-1467
dc.identifier.issn1535-1459
dc.identifier.otherui_art_fashae_comparing_2018
dc.identifier.otherRiver Resources and Applications 35(2), pp. 1-9
dc.identifier.urihttp://ir.library.ui.edu.ng/handle/123456789/5307
dc.language.isoenen_US
dc.publisherJohn Willey & Sons Limiteden_US
dc.subjectANNen_US
dc.subjectARIMAen_US
dc.subjectDischargeen_US
dc.subjectHydrologicalen_US
dc.subjectRiver Opekien_US
dc.titleComparing ANN and ARIMA model in predicting the discharge of River Opeki from 2010 to 2020en_US
dc.typeArticleen_US

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