The Colebrook–White formulation of the friction factor is implicit and requires some iterations to be solved given a correct initial search value and a target accuracy. Some new explicit formulations to efficiently calculate the Colebrook–White friction factor are presented herein. The aim of this investigation is twofold: (i) to preserve the accuracy of estimates while (ii) reducing the computational burden (i.e. speed). On the one hand, the computational effectiveness is important when the intensive calculation of the friction factor (e.g. large-size water distribution networks (WDN) in optimization problems, flooding software, etc.) is required together with its derivative. On the other hand, the accuracy of the developing formula should be realistically chosen considering the remaining uncertainties surrounding the model where the friction factor is used. In the following, three strategies for friction factor mapping are proposed which were achieved by using the Evolutionary Polynomial Regression (EPR). The result is the encapsulation of some pieces of the friction factor implicit formulae within pseudo-polynomial structures.
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Research Article|
October 26 2010
Some explicit formulations of Colebrook–White friction factor considering accuracy vs. computational speed
O. Giustolisi;
1Department of Civil and Environmental Engineering, Technical University of Bari, Via E. Orabona 4, I-70125 Bari, Italy
E-mail: [email protected]
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L. Berardi;
L. Berardi
1Department of Civil and Environmental Engineering, Technical University of Bari, Via E. Orabona 4, I-70125 Bari, Italy
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T. M. Walski
T. M. Walski
2Haestad Methods Solution Center, Bentley Systems, Incorporated, 27 Siemon Co Drive, Suite 200 W, Watertown, CT 06795, USA
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Journal of Hydroinformatics (2011) 13 (3): 401–418.
Article history
Received:
November 16 2009
Accepted:
February 10 2010
Citation
O. Giustolisi, L. Berardi, T. M. Walski; Some explicit formulations of Colebrook–White friction factor considering accuracy vs. computational speed. Journal of Hydroinformatics 1 July 2011; 13 (3): 401–418. doi: https://doi.org/10.2166/hydro.2010.098
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