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., & 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
N. Moosavian; M.R. Jaefarzadeh. "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
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