This paper presents a novel methodology for the generation of demand time series at water distribution network (WDN) users. After subdividing the day into an integer number of time steps with order of magnitude of 1 h, the methodology is based on two phases. First, it generates, for each user and for each time step of the day, demand time series of the first attempt, which are consistent with the measured time series in terms of mean, standard deviation, and skewness. This is done with a beta probability distribution with tunable bounds or with a gamma distribution with shift parameter. In the refinement phase, rank cross-correlations between users and at all temporal lags are imposed on the generated demand time series through a single Cop...
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...
AbstractThis paper proposes the application of three different methods for preserving the correlatio...
This paper presents a novel methodology for the generation of demand time series at water distributi...
This paper presents a comparison between two procedures for the generation of water demand time seri...
This paper presents a procedure for generating synthetic district-level series of hourly water deman...
This paper presents a procedure for the generation and spatial-temporal aggregation of synthetic wat...
Abstract: This paper presents a two-step methodology for the stochastic generation of snapshot peak...
This paper presents a two-step methodology for the stochastic generation of snapshot peak demand sce...
This study presents a “top-down” procedure for generating synthetic time series of hourly nodal wate...
This study presents a “top-down” procedure for generating synthetic time series of hourly nodal wate...
A comparison of five variants of a procedure for spatial aggregation of synthetic water demand time ...
A procedure for spatial aggregation of synthetic water demand time series is presented. Starting fro...
AbstractA procedure for spatial aggregation of synthetic water demand time series is presented. Star...
A numerical approach for generating a limited number of water demand scenarios and estimating their ...
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...
AbstractThis paper proposes the application of three different methods for preserving the correlatio...
This paper presents a novel methodology for the generation of demand time series at water distributi...
This paper presents a comparison between two procedures for the generation of water demand time seri...
This paper presents a procedure for generating synthetic district-level series of hourly water deman...
This paper presents a procedure for the generation and spatial-temporal aggregation of synthetic wat...
Abstract: This paper presents a two-step methodology for the stochastic generation of snapshot peak...
This paper presents a two-step methodology for the stochastic generation of snapshot peak demand sce...
This study presents a “top-down” procedure for generating synthetic time series of hourly nodal wate...
This study presents a “top-down” procedure for generating synthetic time series of hourly nodal wate...
A comparison of five variants of a procedure for spatial aggregation of synthetic water demand time ...
A procedure for spatial aggregation of synthetic water demand time series is presented. Starting fro...
AbstractA procedure for spatial aggregation of synthetic water demand time series is presented. Star...
A numerical approach for generating a limited number of water demand scenarios and estimating their ...
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...
AbstractThis paper proposes the application of three different methods for preserving the correlatio...