Abstract

Widely used in hydraulics, the Colebrook equation for flow friction relates implicitly to the input parameters; the Reynolds number, Re and the relative roughness of an inner pipe surface, ε/D with an unknown output parameter; the flow friction factor, λ; λ = f (λ, Re, ε/D). In this paper, a few explicit approximations to the Colebrook equation; λ ≈ f (Re, ε/D), are generated using the ability of artificial intelligence to make inner patterns to connect input and output parameters in an explicit way not knowing their nature or the physical law that connects them, but only knowing raw numbers, {Re, ε/D}→{λ}. The fact that the used genetic programming tool does not know the structure of the Colebrook equation, which is based on computationally expensive logarithmic law, is used to obtain a better structure of the approximations, which is less demanding for calculation but also enough accurate. All generated approximations have low computational cost because they contain a limited number of logarithmic forms used for normalization of input parameters or for acceleration, but they are also sufficiently accurate. The relative error regarding the friction factor λ, in in the best case is up to 0.13% with only two logarithmic forms used. As the second logarithm can be accurately approximated by the Padé approximation, practically the same error is obtained also using only one logarithm.

Highlights

  • The Colebrook equation for flow friction is one of the most used formulas in hydraulics, which is a branch of civil engineering, that deals with the conveyance of liquids through pipes

  • Evaluation of hydraulic resistance, i.e., computation of flow friction factor, λ is one of the main tasks encountered in engineering practice wherever flow of fluid through closed conduits occur

  • The empirical Colebrook Equation (1) which is implicitly given by a flow friction factor, λ is still accepted as an informal standard after 80 years

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Summary

Introduction

The Colebrook equation for flow friction is one of the most used formulas in hydraulics, which is a branch of civil engineering, that deals with the conveyance of liquids through pipes. It is widely used in mechanical, petroleum and chemical engineering, etc., wherever flow through pipes occur. It is an empirical relation developed by Colebrook [1] based on his experiment with White [2].

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