The effects of parameters such as weir length, height of weir, water depth at weir entrance and bed slope on the discharge coefficient of a rectangular sharp-crested side weir were analysed using standard linear regression and the adaptive neuro-fuzzy inference system (Anfis). The results showed that the Anfis model performed better than the regression model in all different scenarios defined in this study. Anfis can simulate the discharge coefficient better than the regression model and always works better. Without considering the channel slope, both models represent satisfactory results, but the Anfis model shows more sensitivity to channel slope than does the regression model. Based on the results of this study, the Anfis model is suggested for estimation of side weir discharge coefficient.
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April 2014
Research Article|
April 01 2014
Determining side-weir discharge coefficient using Anfis
Seyed Morteza Seyedian, PhD;
Seyed Morteza Seyedian, PhD
Assistant Professor
Department of Hydraulic Structure, University of Gonbad-Kavous, Gonbad-Kavous, Iran
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Mohammadreza Jalili Ghazizadeh, PhD;
Mohammadreza Jalili Ghazizadeh, PhD
Assistant Professor
Department of Water Engineering, Abbaspour University of Technology (PWUT), Tehran, Iran
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Reza Tareghian, MSc
Reza Tareghian, MSc
Research Assistant
Department of Civil Engineering, University of Manitoba, Winnipeg, MB, Canada
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Publisher: Emerald Publishing
Revision Received:
August 16 2012
Accepted:
January 16 2013
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2014
Proceedings of the Institution of Civil Engineers - Water Management (2014) 167 (4): 230–237.
Article history
Revision Received:
August 16 2012
Accepted:
January 16 2013
Citation
Seyedian SM, Jalili Ghazizadeh M, Tareghian R (2014), "Determining side-weir discharge coefficient using Anfis". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 167 No. 4 pp. 230–237, doi: https://doi.org/10.1680/wama.12.00102
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