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

    Source: Journal of Irrigation and Drainage Engineering:;2021:;Volume ( 147 ):;issue: 005::page 04021012-1
    Author:
    Kaan Yetilmezsoy
    ,
    Majid Bahramian
    ,
    Emel Kıyan
    ,
    Mojtaba Bahramian
    DOI: 10.1061/(ASCE)IR.1943-4774.0001556
    Publisher: ASCE
    Abstract: A 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 (ε=0–9  mm), water temperature (T=5°C–100°C), pipe length (L=5–500  m), flow rate (Q=0.01–1  m3/s), and head loss (Δh=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.
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      Development of a New Practical Formula for Pipe-Sizing Problems within the Framework of a Hybrid Computational Strategy

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4271728
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorKaan Yetilmezsoy
    contributor authorMajid Bahramian
    contributor authorEmel Kıyan
    contributor authorMojtaba Bahramian
    date accessioned2022-02-01T00:36:14Z
    date available2022-02-01T00:36:14Z
    date issued5/1/2021
    identifier other%28ASCE%29IR.1943-4774.0001556.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271728
    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 (ε=0–9  mm), water temperature (T=5°C–100°C), pipe length (L=5–500  m), flow rate (Q=0.01–1  m3/s), and head loss (Δh=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.
    publisherASCE
    titleDevelopment of a New Practical Formula for Pipe-Sizing Problems within the Framework of a Hybrid Computational Strategy
    typeJournal Paper
    journal volume147
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001556
    journal fristpage04021012-1
    journal lastpage04021012-21
    page21
    treeJournal of Irrigation and Drainage Engineering:;2021:;Volume ( 147 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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