Prediction of Discharge Coefficient for Trapezoidal Labyrinth Side Weir Using a Neuro-Fuzzy Approach

dc.contributor.authorEmiroglu, Muhammet Emin
dc.contributor.authorKisi, Ozgur
dc.date.accessioned2026-08-12T17:46:46Z
dc.date.issued2013
dc.departmentFırat Üniversitesi
dc.description.abstractAdaptive neuro-fuzzy inference system (ANFIS) is considered for flow over trapezoidal labyrinth 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 trapezoidal labyrinth side weir, the discharge coefficient in the side weir equation needs to be determined in according with the effective dimensionless parameters which is Froude number, the sidewall angle, the ratios of weir length to channel width, weir length to total crest length and weir height to flow depth. 670 laboratory test results are used for determining discharge coefficient of trapezoidal labyrinth side weirs. The performance of the ANFIS model is compared with artificial neural networks (ANN), non-linear regression (NLR) and multi-linear regression (MLR) models. The comparing criteria used for the evaluation of the models' performances are root mean square errors (RMSE), mean absolute errors (MAE) and determination coefficient (R-2) statistics. Comparison results indicated that the ANFIS technique could be successfully employed in modeling discharge coefficient. It is found that the ANFIS model with RMSE of 0.090 in test period is superior in estimation of discharge coefficient than the nonlinear and linear regression models with RMSE of 0.124 and 0.279, respectively.
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK)
dc.description.sponsorshipThe authors are grateful to the Scientific and Technological Research Council of Turkey (TUBITAK) for their financial support. The authors also wish to thank Dr. Nihat Kaya for his assistance in running the experiments.
dc.identifier.doi10.1007/s11269-012-0249-0
dc.identifier.endpage1488
dc.identifier.issn0920-4741
dc.identifier.issn1573-1650
dc.identifier.issue5
dc.identifier.orcid0000-0001-7847-5872
dc.identifier.scopus2-s2.0-84874286469
dc.identifier.scopusqualityQ1
dc.identifier.startpage1473
dc.identifier.urihttps://doi.org/10.1007/s11269-012-0249-0
dc.identifier.urihttps://hdl.handle.net/11508/61219
dc.identifier.volume27
dc.identifier.wosWOS:000315265400019
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer
dc.relation.ispartofWater Resources Management
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectNeuro-fuzzy
dc.subjectSide weir
dc.subjectWater discharge
dc.subjectDischarge coefficient
dc.subjectIntake
dc.subjectLabyrinth weir
dc.subjectChannel flow
dc.titlePrediction of Discharge Coefficient for Trapezoidal Labyrinth Side Weir Using a Neuro-Fuzzy Approach
dc.typeArticle

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