Choosing the Optimal Multi-Point Iterative Method for the Colebrook Flow Friction Equation

被引:22
作者
Praks, Pavel [1 ,2 ]
Brkic, Dejan [1 ]
机构
[1] European Commiss, JRC, Directorate Energy Transport & Climate C, Unit Energy Secur Distribut & Markets C3, Via Enrico Fermi 2749, I-21027 Ispra, VA, Italy
[2] VSB Tech Univ Ostrava, Natl Supercomp Ctr IT4Innovat, 17 Listopadu 2172-15, Ostrava 70800, Czech Republic
关键词
Colebrook equation; Colebrook-White; iterative methods; three-point methods; turbulent flow; hydraulic resistances; pipes; explicit approximations; STEFFENSEN-TYPE METHODS; 8TH ORDER; EXPLICIT APPROXIMATIONS; NONLINEAR EQUATIONS; FAMILY; IMPROVEMENT; CONVERGENCE; NETWORKS;
D O I
10.3390/pr6080130
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The Colebrook equation is implicitly given in respect to the unknown flow friction factor lambda; lambda = zeta(Re, epsilon*, lambda) which cannot be expressed explicitly in exact way without simplifications and use of approximate calculus. A common approach to solve it is through the Newton-Raphson iterative procedure or through the fixed-point iterative procedure. Both require in some cases, up to seven iterations. On the other hand, numerous more powerful iterative methods such as three-or two-point methods, etc. are available. The purpose is to choose optimal iterative method in order to solve the implicit Colebrook equation for flow friction accurately using the least possible number of iterations. The methods are thoroughly tested and those which require the least possible number of iterations to reach the accurate solution are identified. The most powerful three-point methods require, in the worst case, only two iterations to reach the final solution. The recommended representatives are Sharma-Guha-Gupta, Sharma-Sharma, Sharma-Arora, Dzunic-Petkovic-Petkovic; Bi-Ren-Wu, Chun-Neta based on Kung-Traub, Neta, and the Jain method based on the Steffensen scheme. The recommended iterative methods can reach the final accurate solution with the least possible number of iterations. The approach is hybrid between the iterative procedure and one-step explicit approximations and can be used in engineering design for initial rough, but also for final fine calculations.
引用
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页数:17
相关论文
共 71 条
[1]   Improving Newton-Raphson method for nonlinear equations by modified Adomian decomposition method [J].
Abbasbandy, S .
APPLIED MATHEMATICS AND COMPUTATION, 2003, 145 (2-3) :887-893
[2]  
[Anonymous], 1944, T AM SOC MECH ENG AM
[3]   A NUMERICAL STUDY OF THE MICROSCALE PLASTIC STRAIN LOCALIZATION IN FRICTION STIR WELD ZONES [J].
Balokhonov, Ruslan ;
Romanova, Varvara ;
Batukhtina, Ekaterina ;
Sergeev, Maxim ;
Emelianova, Evgeniya .
FACTA UNIVERSITATIS-SERIES MECHANICAL ENGINEERING, 2018, 16 (01) :77-86
[4]   Analytical approximations for real values of the Lambert W-function [J].
Barry, DA ;
Parlange, JY ;
Li, L ;
Prommer, H ;
Cunningham, CJ ;
Stagnitti, E .
MATHEMATICS AND COMPUTERS IN SIMULATION, 2000, 53 (1-2) :95-103
[5]   A new iterative method to compute nonlinear equations [J].
Basto, M ;
Semiao, V ;
Calheiros, FL .
APPLIED MATHEMATICS AND COMPUTATION, 2006, 173 (01) :468-483
[6]   Three-step iterative methods with eighth-order convergence for solving nonlinear equations [J].
Bi, Weihong ;
Ren, Hongmin ;
Wu, Qingbiao .
JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS, 2009, 225 (01) :105-112
[7]   A Gas Distribution Network Hydraulic Problem from Practice [J].
Brikic, D. .
PETROLEUM SCIENCE AND TECHNOLOGY, 2011, 29 (04) :366-377
[8]  
Brki D., J HYDRAUL ENG
[9]  
Brkic D, 2017, SPREADSHEETS EDUC, V10
[10]   Discussion of "Economics and Statistical Evaluations of Using Microsoft Excel Solver in Pipe Network Analysis" by I. A. Oke, A. Ismail, S. Lukman, S. O. Ojo, O. O. Adeosun, and M. O. Nwude [J].
Brkic, Dejan .
JOURNAL OF PIPELINE SYSTEMS ENGINEERING AND PRACTICE, 2018, 9 (03)