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Jul 15, 2013

Discussion of “Water Distribution System Analysis: Newton-Raphson Method Revisited” by M. Spiliotis and G. Tsakiris

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Publication: Journal of Hydraulic Engineering
Volume 139, Issue 8
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References

Brière, F. (2007). Drinking-water distribution, sewage, and rainfall collection, Presses inter Polytechnique, Montréal.
Brki, D. (2011). “W solutions of the CW equation for flow friction.” Appl. Math. Lett., 24(8), 1379–1383.
Colebrook, C. F. (1939). “Turbulent flow in pipes with particular reference to the transition region between the smooth and rough pipe laws.” J. Inst. Civ. Eng., 11(4), 133–156.
Deuflhard, P. (2011). Newton methods for nonlinear problems: Affine invariance and adaptive algorithms, Springer, Berlin.
Franzini, J. B., and Finnemore, E. J. (2002). Fluid mechanics with engineering applications, 10th Ed., McGraw-Hill, New York.
Goudar, C., and Sonnad, J. (2008). “Comparison of the iterative approximations of the Colebrook-White equation.” Hydrocarb. Process., 87(8), 79–83.
Haaland, S. E. (1983). “Simple and explicit formulas for the friction factor in turbulent pipe flow.” J. Fluids Eng., 105(1), 89–90.
Serghides, T. K. (1984). “Estimate friction factor accurately.” Chem. Eng., 91(5), 63–64.
Swamee, P. K., and Jain, A. K. (1976). “Explicit equations for pipe-flow problems.” J. Hydraul. Div., 102(5), 657–664.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 8August 2013
Pages: 917 - 918

History

Received: Jan 3, 2012
Accepted: Jan 18, 2012
Published online: Jul 15, 2013
Published in print: Aug 1, 2013
Discussion open until: Dec 15, 2013

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Essoyeke Batchabani [email protected]
Dept. of Civil, Geological and Mining Engineering, Ecole Polytechnique de Montréal, 2500 Chemin de Polytechnique, Montreal, Canada H3C 3A7 (corresponding author). E-mail: [email protected]
Musandji Fuamba [email protected]
Dept. of Civil, Geological and Mining Engineering, Ecole Polytechnique de Montréal, 2500 Chemin de Polytechnique, Montreal, Canada H3C 3A7. E-mail: [email protected]

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