AbstractThis paper addresses uncertainty inherent to water demand and proposes an approach to generate demand scenarios and calculate their probability of occurrence. Nodal water demands are modelled as correlated stochastic variables. The parameters which characterize demand vary with spatial and temporal aggregation levels. Scaling laws allow the definition of these parameters for different users and sampling rates. Different scenarios are generated by considering different combinations of demands at each node of the network. A multivariate normal distribution is used to obtain the probability of each demand scenario. Correlation between demands is found to significantly affect the scenarios probabilities
Abstract: This paper presents a two-step methodology for the stochastic generation of snapshot peak...
Residential water demand is a random variable which influences greatly the performance of municipal ...
Water consumption is perhaps the main process governing water distribution systems. Because of its u...
This paper addresses uncertainty inherent to water demand and proposes an approach to generate deman...
AbstractThis paper addresses uncertainty inherent to water demand and proposes an approach to genera...
This paper addresses uncertainty inherent to water demand and proposes an approach to generate deman...
This paper addresses uncertainty inherent to water demand and proposes an approach to generate deman...
Water distribution systems (WDS) are critical infrastructures that should be designed to work proper...
A numerical approach for generating a limited number of water demand scenarios and estimating their ...
The robust design of WDS has gained popularity over the last years. Researchers have been focusing o...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
A numerical approach for generating a limited number of water demand scenarios and estimating their ...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
This paper proposes aprocedure to determine the probability of a specific water demand scenario in a...
The design of water distribution networks (WDNs) usually considers deterministic values of nodal wat...
Abstract: This paper presents a two-step methodology for the stochastic generation of snapshot peak...
Residential water demand is a random variable which influences greatly the performance of municipal ...
Water consumption is perhaps the main process governing water distribution systems. Because of its u...
This paper addresses uncertainty inherent to water demand and proposes an approach to generate deman...
AbstractThis paper addresses uncertainty inherent to water demand and proposes an approach to genera...
This paper addresses uncertainty inherent to water demand and proposes an approach to generate deman...
This paper addresses uncertainty inherent to water demand and proposes an approach to generate deman...
Water distribution systems (WDS) are critical infrastructures that should be designed to work proper...
A numerical approach for generating a limited number of water demand scenarios and estimating their ...
The robust design of WDS has gained popularity over the last years. Researchers have been focusing o...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
A numerical approach for generating a limited number of water demand scenarios and estimating their ...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
This paper proposes aprocedure to determine the probability of a specific water demand scenario in a...
The design of water distribution networks (WDNs) usually considers deterministic values of nodal wat...
Abstract: This paper presents a two-step methodology for the stochastic generation of snapshot peak...
Residential water demand is a random variable which influences greatly the performance of municipal ...
Water consumption is perhaps the main process governing water distribution systems. Because of its u...