Water demands are the main random factor that conditions flow variability within drinking water supply systems. The importance of using high-resolution demands in distribution mains is already well-known, but there is little knowledge of how the temporal scale (i.e. sampling frequency) affects the ability of a metering or monitoring system to explain network performance. The aim of this paper is to analyse the variability (i.e. information) that is lost because of not using a more frequent sampling rate to characterize water demands. For such purpose, a novel analytical approach based on a conceptualization of the microcomponent-based SIMDEUM model (SIMulation of water Demand, an End-Use Model) is presented. This methodology provides the st...
Residential water demand is a random variable which influences greatly the performance of municipal ...
In the water distribution network water quality process take place influenced by de flow velocity an...
AbstractA method of characteristics-based computational model of a straight reservoir/pipe/valve sys...
End-uses at water supply systems typically follow a random pulse behavior, which blurs as consumptio...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
Peak demand plays a major role in water distribution system design. Peak demand assessment is curren...
This is the final version. Available from MDPI via the DOI in this record. Uncertainty-aware design ...
The stochastic modeling of water demand requires knowledge of the statistical features of the demand...
This paper addresses uncertainty inherent to water demand and proposes an approach to generate deman...
Many researchers have developed drinking water demand models with various temporal and spatial scale...
AbstractThis paper addresses uncertainty inherent to water demand and proposes an approach to genera...
Water consumption is perhaps the main process governing water distribution systems. Because of its u...
Water distribution systems (WDS) are critical infrastructures that should be designed to work proper...
Residential water demand is a random variable which influences greatly the performance of municipal ...
Residential water demand is a random variable which influences greatly the performance of municipal ...
In the water distribution network water quality process take place influenced by de flow velocity an...
AbstractA method of characteristics-based computational model of a straight reservoir/pipe/valve sys...
End-uses at water supply systems typically follow a random pulse behavior, which blurs as consumptio...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
Peak demand plays a major role in water distribution system design. Peak demand assessment is curren...
This is the final version. Available from MDPI via the DOI in this record. Uncertainty-aware design ...
The stochastic modeling of water demand requires knowledge of the statistical features of the demand...
This paper addresses uncertainty inherent to water demand and proposes an approach to generate deman...
Many researchers have developed drinking water demand models with various temporal and spatial scale...
AbstractThis paper addresses uncertainty inherent to water demand and proposes an approach to genera...
Water consumption is perhaps the main process governing water distribution systems. Because of its u...
Water distribution systems (WDS) are critical infrastructures that should be designed to work proper...
Residential water demand is a random variable which influences greatly the performance of municipal ...
Residential water demand is a random variable which influences greatly the performance of municipal ...
In the water distribution network water quality process take place influenced by de flow velocity an...
AbstractA method of characteristics-based computational model of a straight reservoir/pipe/valve sys...