The adaptive neuro-fuzzy inference system (Anfis) is considered for flow over rectangular side weirs located on a straight channel as a substantial part of distribution channels in irrigation systems and treatment units. To estimate the outflow over a rectangular sharp-crested side weir, the discharge coefficient in the side weir equation needs to be determined in accordance with the effective dimensionless parameters F1 (Froude number), L/b (weir length/channel width), L/h1 (weir length/flow depth), and p/h1 (weir height/flow depth). The discharge coefficient of rectangular side weirs was determined using 843 laboratory test results. The performance of the Anfis model is compared with multilinear and nonlinear regression models. The criteria used for the evaluation of the performance of models are root mean square errors (RMSE), mean absolute errors (MAE) and correlation coefficient (R) statistics. Comparison results indicated that the Anfis technique could be successfully employed in modelling discharge coefficients. It is found that the Anfis model with RMSE of 0·043 in the test period is superior in estimation of discharge coefficient than the multiple nonlinear and linear regression models with RMSE of 0·054 and 0·106, respectively.
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October 2013
Research Article|
October 01 2013
Anfis to estimate discharge capacity of rectangular side weir Available to Purchase
Ozgur Kisi, MSc, PhD;
Ozgur Kisi, MSc, PhD
Professor
Canik Basari University, Civil Engineering Department, Samsun, Turkey
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Omer Bilhan, MSc, PhD;
Omer Bilhan, MSc, PhD
Researcher
Civil Engineering Department, Firat University, Elazig, Turkey
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M. Emin Emiroglu, MSc, PhD
M. Emin Emiroglu, MSc, PhD
Professor
Civil Engineering Department, Firat University, Elazig, Turkey
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Publisher: Emerald Publishing
Revision Received:
September 30 2011
Accepted:
May 11 2012
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Water Management (2013) 166 (9): 479–487.
Article history
Revision Received:
September 30 2011
Accepted:
May 11 2012
Citation
Kisi O, Bilhan O, Emiroglu ME (2013), "Anfis to estimate discharge capacity of rectangular side weir". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 166 No. 9 pp. 479–487, doi: https://doi.org/10.1680/wama.11.00095
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