In this article, for the first time, the least square methods of Gauss-Newton (GN) and Levenberg- Marquardt (LM) are used for the solution of discharge Q-equations in water distribution networks. The results are compared with the Newton-Raphson method (NR) and global gradient algorithm, (GGA). The GGA is used in the current commercial softwares of Water Gems and Epanet. The Newtonian methods are critically dependent on a suitable initial guess for achieving a desired accuracy to compete with the GGA. To remove this defect, an algorithm is proposed by linearzing the head-loss functions. Thereby, the nonlinear energy equations are linearzed and the whole system is solved. The results are then used as an initial guess for the solution of linear-nonlinear system of discharge-energy equations. Using this algorithm, it is observed that the rate of convergence in the GN method is much faster than the GGA and its accuracy is higher.
Moosavian,N. and Jaefarzadeh,M. (2013). Application of Least Square Methods in Pipe Network Analysis. Journal of Hydraulics, 7(4), 71-84. doi: 10.30482/jhyd.2013.85357
MLA
Moosavian,N. , and Jaefarzadeh,M. . "Application of Least Square Methods in Pipe Network Analysis", Journal of Hydraulics, 7, 4, 2013, 71-84. doi: 10.30482/jhyd.2013.85357
HARVARD
Moosavian N., Jaefarzadeh M. (2013). 'Application of Least Square Methods in Pipe Network Analysis', Journal of Hydraulics, 7(4), pp. 71-84. doi: 10.30482/jhyd.2013.85357
CHICAGO
N. Moosavian and M. Jaefarzadeh, "Application of Least Square Methods in Pipe Network Analysis," Journal of Hydraulics, 7 4 (2013): 71-84, doi: 10.30482/jhyd.2013.85357
VANCOUVER
Moosavian N., Jaefarzadeh M. Application of Least Square Methods in Pipe Network Analysis. Journal of Hydraulics, 2013; 7(4): 71-84. doi: 10.30482/jhyd.2013.85357