Steady-state Water Distribution Network models compute pipe flows and nodal heads for assumed nodal demands, pipe hydraulic resistances, etc. The nonlinear mathematical problem is based on energy and mass conservation laws which is solved by using global linearization techniques, such as global gradient algorithm (GGA). The matrix of coefficients of the linear system inside GGA belongs to the class of sparse, symmetric and positive definite. Therefore a fast solver for the linear system is important in order to achieve the computational efficiency, especially when multiple runs are required. This work aims at testing three main strategies for the solution of linear systems inside GGA. The tests are performed on eight real networks by sampli...
none2The analysis of a looped water distribution network, operating under pressure and in steady flo...
This paper presents the comparison of two algorithms for water distribution network resolution in te...
In this paper a method which determines the steady-state hydraulics of a water distribution system, ...
The Newton-based global gradient algorithm (GGA) (also known as the Todini and Pilati method) is a w...
The Newton-based global gradient algorithm (GGA) (also known as the Todini and Pilati method) is a w...
PhD ThesisA water distribution network analysis method known as the gradient method, due to Todini ...
Efficiency of hydraulic solvers for the simulation of flows and pressures in water distribution syst...
This work introduces two novel methods to the solution of water distribution networks equipped with ...
Ezio Todini said of the Global Gradient Algorithm (GGA), which he developed with Pilati, that it is ...
This paper introduces an extension of the Global Gradient Algorithm (GGA) to directly solve unsteady...
The calibration of hydraulic models of water distribution networks (WDN) is of preeminent importance...
Many different methods have been devised to solve the nonlinear systems of equations that model wate...
AbstractThis paper presents a linearization approach to be used within the framework of water distri...
AbstractA numerical method that uses linear graph theory is presented for both steady state, and ext...
This paper presents the comparison of two algorithms for water distribution network resolution in te...
none2The analysis of a looped water distribution network, operating under pressure and in steady flo...
This paper presents the comparison of two algorithms for water distribution network resolution in te...
In this paper a method which determines the steady-state hydraulics of a water distribution system, ...
The Newton-based global gradient algorithm (GGA) (also known as the Todini and Pilati method) is a w...
The Newton-based global gradient algorithm (GGA) (also known as the Todini and Pilati method) is a w...
PhD ThesisA water distribution network analysis method known as the gradient method, due to Todini ...
Efficiency of hydraulic solvers for the simulation of flows and pressures in water distribution syst...
This work introduces two novel methods to the solution of water distribution networks equipped with ...
Ezio Todini said of the Global Gradient Algorithm (GGA), which he developed with Pilati, that it is ...
This paper introduces an extension of the Global Gradient Algorithm (GGA) to directly solve unsteady...
The calibration of hydraulic models of water distribution networks (WDN) is of preeminent importance...
Many different methods have been devised to solve the nonlinear systems of equations that model wate...
AbstractThis paper presents a linearization approach to be used within the framework of water distri...
AbstractA numerical method that uses linear graph theory is presented for both steady state, and ext...
This paper presents the comparison of two algorithms for water distribution network resolution in te...
none2The analysis of a looped water distribution network, operating under pressure and in steady flo...
This paper presents the comparison of two algorithms for water distribution network resolution in te...
In this paper a method which determines the steady-state hydraulics of a water distribution system, ...