In the article, which continues the research of article [1], the results of previous article are generalized to “abstract” hydraulic networks. Additional existence theorems are proved for classical flow distribution problem (CFDP) for hydraulic networks with pressure-dependent closure relations, under restriction on nodal pressures. Hydraulic network Maxwell matrix properties are establish, related to monotonicity of CFDP solution
Several hydraulic modelling approaches have been proposed previously to simulate pressure deficient ...
In water distribution systems (WDSs), the available flow at a demand node is dependent on the pressu...
International audienceThis article proposes fully analytical solutions for a certain class of networ...
Existence, uniqueness and monotonic behavior of the solution of classical flow distribution problem ...
AbstractWe proposed a method for numerically solving the problem of flow distribution in hydraulic c...
We formulate a steady-state network flow problem for non-ideal gas that relates injection rates and ...
International audienceThe calculation of hydraulic state variables for a network is an important tas...
Analysis, design and flow control problems in pressurized hydraulic networks such as water transmiss...
The direct nonlinear problem of a fluid distribution network in unsteady state of flow is dealt with...
The work covers the heat, water-supply and gas systems of low pressure. The aim is to develop the ma...
The direct nonlinear problem of a fluid distribution network in unsteady state of flow is dealt with...
International audienceWater quantity and quality modelling tools are often used to understand the wo...
In water distribution networks (WDNs), the available flow at a demand node is dependent on the press...
This paper shows how the Global Gradient Method formulated by Todini and Pilati (1987) can be modifi...
Although mathematical modeling of the hydraulics and water quality of drinking water distribution ne...
Several hydraulic modelling approaches have been proposed previously to simulate pressure deficient ...
In water distribution systems (WDSs), the available flow at a demand node is dependent on the pressu...
International audienceThis article proposes fully analytical solutions for a certain class of networ...
Existence, uniqueness and monotonic behavior of the solution of classical flow distribution problem ...
AbstractWe proposed a method for numerically solving the problem of flow distribution in hydraulic c...
We formulate a steady-state network flow problem for non-ideal gas that relates injection rates and ...
International audienceThe calculation of hydraulic state variables for a network is an important tas...
Analysis, design and flow control problems in pressurized hydraulic networks such as water transmiss...
The direct nonlinear problem of a fluid distribution network in unsteady state of flow is dealt with...
The work covers the heat, water-supply and gas systems of low pressure. The aim is to develop the ma...
The direct nonlinear problem of a fluid distribution network in unsteady state of flow is dealt with...
International audienceWater quantity and quality modelling tools are often used to understand the wo...
In water distribution networks (WDNs), the available flow at a demand node is dependent on the press...
This paper shows how the Global Gradient Method formulated by Todini and Pilati (1987) can be modifi...
Although mathematical modeling of the hydraulics and water quality of drinking water distribution ne...
Several hydraulic modelling approaches have been proposed previously to simulate pressure deficient ...
In water distribution systems (WDSs), the available flow at a demand node is dependent on the pressu...
International audienceThis article proposes fully analytical solutions for a certain class of networ...