Affiliation:
1. Schlumberger Norway Technology Center, Gamle Borgenvei 3, Asker 1383, Norway e-mail:
Abstract
The standard expression for pipe friction calculations, the Colebrook equation, is in an implicit form. Here, we present two accurate approximate solutions, given by replacing the numerically unstable term in Keady's exact Lambert function solution with a truncated series expansion. The resulting expressions have a higher accuracy than most advanced approximations and a lower computational cost than basic engineering formulas. The simplest expression, given by retaining only three terms in the series expansion, has a maximum error of less than 0.153% for Re ≥ 4000. The slightly more involved expression, based on five terms, has a maximum error of 0.0061%.
Reference21 articles.
1. Turbulent Flow in Pipes, With Particular Reference to the Transition Region Between the Smooth and Rough Pipe Laws;J. Inst. Civ. Eng.,1939
2. An Approximate Formula for Pipe Friction Factors;Trans. ASME,1947
3. Review of Explicit Approximations to the Colebrook Relation for Flow Friction;J. Pet. Sci. Eng.,2011
4. A Review of Explicit Approximations of Colebrook's Equation;FME Trans.,2011
5. Determining Hydraulic Friction Factor for Pipeline Systems;J. Sib. Fed. Univ. Eng. Technol.,2014
Cited by
29 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献