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Development of a New Practical Formula for Pipe-Sizing Problems within the Framework of a Hybrid Computational Strategy

dc.contributor.authorYetilmezsoy, Kaan
dc.contributor.authorBahramian, Majid
dc.contributor.authorKiyan, Emel
dc.contributor.authorBahramian, Mojtaba
dc.date.accessioned2026-06-27T14:33:13Z
dc.date.issued2021
dc.description.abstractA hybrid programming methodology was proposed to derive a simple empirical formulation for the estimation of the required pipe diameter in the sizing problems (Type 3) of pipe distribution systems. The model was derived based on multiple regression-based analysis using the Richardson's extrapolation approach and the Levenberg-Marquardt algorithm with double precision. The proposed formulation was developed using a total of 300,000 different data points within the framework of MATLAB and DataFit scientific software. The application of the model was explored for a wide range of five fundamental pipeline design variables [absolute roughness of the pipe wall (epsilon=0-9 mm), water temperature (T=5 degrees C-100 degrees C), pipe length (L=5-500 m), flow rate (Q=0.01-1 m3/s), and head loss (Delta h=1-30 m)] and tested against a total of 10,000 additional computational scenarios and the available models reported in the literature. The uncertainty prediction of the proposed formula was quantified and compared with those of existing prediction models. For the new empirical equation, the mean prediction errors between the estimated and the theoretical diameter values (calculated from the numerical solution of the Colebrook-White equation) were significantly smaller than those of existing models. Moreover, the narrowest uncertainty bands, the lowest 95% confidence prediction error intervals, and the lowest amounts of expanded uncertainty (U95) were achieved for the proposed model. Other statistics (e.g., mean absolute relative error, absolute relative error, coefficient of variation of root mean squared error, determination coefficient) also corroborated that the proposed empirical model produced realistic estimations that were superior to those obtained from other well-known explicit models in the literature. The findings of this study concluded that the computational analysis yielded a simple mathematical structure to be easily and accurately used for educational and practical purposes. (C) 2021 American Society of Civil Engineers.en
dc.description.sponsorshipTurkish Academy of Sciences (TUBA)
dc.description.urihttps://doi.org/10.1061/(asce)ir.1943-4774.0001556
dc.identifier.doi10.1061/(asce)ir.1943-4774.0001556
dc.identifier.eissn1943-4774
dc.identifier.issn0733-9437
dc.identifier.issue5
dc.identifier.urihttps://hdl.handle.net/20.500.14981/61985
dc.identifier.volume147
dc.identifier.wos000653751500003
dc.language.isoeng
dc.publisherASCE-AMER SOC CIVIL ENGINEERS
dc.relation.ispartofJOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING
dc.subjectPipeline design
dc.subjectSizing problem
dc.subjectPipe diameter
dc.subjectEmpirical formula
dc.subjectNonlinear regression
dc.subjectStatistical analysis
dc.subjectMATLAB
dc.subjectFRICTION FACTOR CALCULATION
dc.subjectEXPLICIT FORMULATIONS
dc.subjectHYDRAULIC DESIGN
dc.subjectSTEADY-STATE
dc.subjectPREDICTION
dc.subjectEQUATION
dc.subjectCOEFFICIENT
dc.subjectDIAMETER
dc.subjectMODELS
dc.subjectPERFORMANCE
dc.subjectAgriculture
dc.subjectEngineering
dc.subjectWater Resources
dc.titleDevelopment of a New Practical Formula for Pipe-Sizing Problems within the Framework of a Hybrid Computational Strategy
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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