In this study, applicability of feed-forward and radial-basis neural networks for monthly water consumption prediction from several socio-economic and climatic factors affecting water use is investigated. A data set including a total of 108 data records is divided into two subsets: training and testing. Firstly, the models based on a single input variable are trained and tested by feed-forward and radial methods and feed-forward and radial performances of the models are compared. Then, the models based on multiple input variables are constructed according to performances of the models based on a single input variable. The performances of feed-forward and radial models in training and testing phases are compared with the observations and the best-fit model is identified. For this purpose, several criteria such as normalised root mean square error, efficiency and correlation coefficient are calculated for all models. Subsequently, the best-fit models are also trained and tested by multiple linear regression for comparison. The results indicated that feed-forward and radial methods can be applied successfully for monthly water consumption prediction.
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June 2009
Research Article|
June 01 2009
Water use prediction by radial and feed-forward neural nets
M. A. Yurdusev, MSc, PhD, CEng;
M. A. Yurdusev, MSc, PhD, CEng
Celal Bayar University
Manisa, Turkey
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M. Firat, MSc, PhD, CEng;
M. Firat, MSc, PhD, CEng
Pamukkale University
Denizli, Turkey
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M. Mermer, MSc, CEng;
M. Mermer, MSc, CEng
Celal Bayar University
Manisa, Turkey
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M. E. Turan, MSc, CEng
M. E. Turan, MSc, CEng
Celal Bayar University
Manisa, Turkey
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Publisher: Emerald Publishing
Received:
August 13 2007
Accepted:
July 22 2008
Online ISSN: 1751-7729
Print ISSN: 1741-7589
© 2009 Thomas Telford Ltd
2009
Proceedings of the Institution of Civil Engineers - Water Management (2009) 162 (3): 179–188.
Article history
Received:
August 13 2007
Accepted:
July 22 2008
Citation
Yurdusev MA, Firat M, Mermer M, Turan ME (2009), "Water use prediction by radial and feed-forward neural nets". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 162 No. 3 pp. 179–188, doi: https://doi.org/10.1680/wama.2009.162.3.179
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