Copyright © 2008 American Society of Civil EngineersIncreasingly, water loss via leakage is acknowledged as one of the main challenges facing water distribution system operations. The consideration of water loss over time, as systems age, physical networks grow, and consumption patterns mature, should form an integral part of effective asset management, rendering any simulation model capable of quantifying pressure-driven leakage indispensable. To this end, a novel steady-state network simulation model that fully integrates into a classical hydraulic representation, pressure-driven demand and leakage at the pipe level is developed and presented here. After presenting a brief literature review about leakage modeling, the importance of a more...
One of the risk management requirements is the assessment of the effect of each kind of possible fai...
Water loss control and reduction is a major issue in Water Distribution Network (WDN) management wor...
This paper presents a novel method to model water distribution systems (WDS) with insufficient press...
The use of numerical simulations to improve the management of water distribution networks (WDNs) has...
AbstractThis contribution analyzes the implementation of two widely used literature leakage models w...
AbstractWater losses in urban water distribution networks (WDN) accelerate the deterioration of such...
Modelling real distribution networks can be particularly difficult if they are so leaky that the typ...
Leakages in urban water networks can be a very high percentage of the supplied water. The lost volum...
Several experimental and modelling studies have established that leak areas are mostly not fixed but...
AbstractAdvanced hydraulic models of water distribution network (WDN) permit to simulate pressure-de...
Pressure-driven analysis (PDA) of water distribution networks necessitates an assessment of the supp...
AbstractThis paper presents the approach followed by WaterNetGen – an EPANET extension – to simulate...
[EN] Water is one of the most valuable resources for humans. Worldwide, leakage levels in water dist...
It is estimated that about 20% of treated drinking water is lost through distribution pipeline leaka...
Several hydraulic modelling approaches have been proposed previously to simulate pressure deficient ...
One of the risk management requirements is the assessment of the effect of each kind of possible fai...
Water loss control and reduction is a major issue in Water Distribution Network (WDN) management wor...
This paper presents a novel method to model water distribution systems (WDS) with insufficient press...
The use of numerical simulations to improve the management of water distribution networks (WDNs) has...
AbstractThis contribution analyzes the implementation of two widely used literature leakage models w...
AbstractWater losses in urban water distribution networks (WDN) accelerate the deterioration of such...
Modelling real distribution networks can be particularly difficult if they are so leaky that the typ...
Leakages in urban water networks can be a very high percentage of the supplied water. The lost volum...
Several experimental and modelling studies have established that leak areas are mostly not fixed but...
AbstractAdvanced hydraulic models of water distribution network (WDN) permit to simulate pressure-de...
Pressure-driven analysis (PDA) of water distribution networks necessitates an assessment of the supp...
AbstractThis paper presents the approach followed by WaterNetGen – an EPANET extension – to simulate...
[EN] Water is one of the most valuable resources for humans. Worldwide, leakage levels in water dist...
It is estimated that about 20% of treated drinking water is lost through distribution pipeline leaka...
Several hydraulic modelling approaches have been proposed previously to simulate pressure deficient ...
One of the risk management requirements is the assessment of the effect of each kind of possible fai...
Water loss control and reduction is a major issue in Water Distribution Network (WDN) management wor...
This paper presents a novel method to model water distribution systems (WDS) with insufficient press...