International audienceWater quantity and quality modelling tools are often used to understand the working and operate properly water distribution systems. In this paper, we discuss how to choose flow and pressure constraints at nodes and links in the distribution network graph for sustainable operation of these systems. Using practical and concrete examples, we show how the problem of choosing the appropriate flow and pressure constraints amounts to verifying that a certain algebraic condition of maximum rank holds (a constraint qualification condition), or equivalently that there is a corresponding spanning tree with unsaturated links and demand nodes. Some situations of non-convergence in the solution path are discussed
This paper aims at presenting the historical evolution and the present status of water distribution ...
International audienceIn the past, pressure dependent models (PDM) have suered from convergence dicu...
International audienceIn developed countries, water distribution systems can typically account for 4...
Pressure-deficient conditions are a common occurrence in water distribution systems. These situation...
Although mathematical modeling of the hydraulics and water quality of drinking water distribution ne...
This paper presents a novel method to model water distribution systems (WDS) with insufficient press...
The allocation of water demand to nodes is compared with uniformly distributed demand along a pipeli...
In water distribution networks (WDNs), the available flow at a demand node is dependent on the press...
In water distribution systems (WDSs), the available flow at a demand node is dependent on the pressu...
Pressure management is a pivotal component when reducing leakages from water distribution networks, ...
Pressure management is a pivotal component when reducing leakages from water distribution networks, ...
AbstractThis paper presents an approach that combines Integer Linear Programming (ILP) and energy us...
Although emphases have been placed on the use of models developed on hydraulic network, the use of t...
The forest core partitioning algorithm (FCPA) and the fast graph matrix partitioning algorithm (GMPA...
© 2015 Published by Elsevier Ltd.In this paper, we survey mathematical programming methods for the m...
This paper aims at presenting the historical evolution and the present status of water distribution ...
International audienceIn the past, pressure dependent models (PDM) have suered from convergence dicu...
International audienceIn developed countries, water distribution systems can typically account for 4...
Pressure-deficient conditions are a common occurrence in water distribution systems. These situation...
Although mathematical modeling of the hydraulics and water quality of drinking water distribution ne...
This paper presents a novel method to model water distribution systems (WDS) with insufficient press...
The allocation of water demand to nodes is compared with uniformly distributed demand along a pipeli...
In water distribution networks (WDNs), the available flow at a demand node is dependent on the press...
In water distribution systems (WDSs), the available flow at a demand node is dependent on the pressu...
Pressure management is a pivotal component when reducing leakages from water distribution networks, ...
Pressure management is a pivotal component when reducing leakages from water distribution networks, ...
AbstractThis paper presents an approach that combines Integer Linear Programming (ILP) and energy us...
Although emphases have been placed on the use of models developed on hydraulic network, the use of t...
The forest core partitioning algorithm (FCPA) and the fast graph matrix partitioning algorithm (GMPA...
© 2015 Published by Elsevier Ltd.In this paper, we survey mathematical programming methods for the m...
This paper aims at presenting the historical evolution and the present status of water distribution ...
International audienceIn the past, pressure dependent models (PDM) have suered from convergence dicu...
International audienceIn developed countries, water distribution systems can typically account for 4...