The aim of this paper is to analyze the effects of considering the mutual dependence of the pulse duration and intensity inside water demand generation models that operate with a high temporal resolution, i.e., 1 s time step, and at the scale of the individual user. To this end, a Poisson model was developed and applied to a literature case study. The Poisson model was able to represent the two variables or their respective logarithms as dependent variables following a bivariate normal distribution. The results of the new model were analyzed in comparison with the results of a model, in which the pulse intensity and the logarithm of the duration were represented as independent random variables. The analysis showed that taking into account the mutual dependence of the variables leads to improvements, and thus it is recommended. In fact, when it is taken into account, more consistent synthetic water demand pulses can be obtained, which are in better agreement with those measured in terms of overall daily demand volume.

Considering the mutual dependence of pulse duration and intensity in models for generating residential water demand

CREACO, ENRICO FORTUNATO;
2015-01-01

Abstract

The aim of this paper is to analyze the effects of considering the mutual dependence of the pulse duration and intensity inside water demand generation models that operate with a high temporal resolution, i.e., 1 s time step, and at the scale of the individual user. To this end, a Poisson model was developed and applied to a literature case study. The Poisson model was able to represent the two variables or their respective logarithms as dependent variables following a bivariate normal distribution. The results of the new model were analyzed in comparison with the results of a model, in which the pulse intensity and the logarithm of the duration were represented as independent random variables. The analysis showed that taking into account the mutual dependence of the variables leads to improvements, and thus it is recommended. In fact, when it is taken into account, more consistent synthetic water demand pulses can be obtained, which are in better agreement with those measured in terms of overall daily demand volume.
2015
Civil Engineering covers engineering-based resources in the subfields of structural engineering, geotechnics, earthquake engineering, ocean engineering, water resources and supply, naval engineering, marine engineering, transportation engineering, and municipal engineering. Topics covered include the planning, design, construction, and maintenance of fixed structures and ground facilities for industry, occupancy, transportation, use and control of water, and harbor facilities.
Esperti anonimi
Inglese
Internazionale
STAMPA
141
11
04015031
Correlation; Residential water demand; Stochastic process; Time series
http://ojps.aip.org/wro/
5
info:eu-repo/semantics/article
262
Creaco, ENRICO FORTUNATO; Farmani, R.; Kapelan, Z.; Vamvakeridou Lyroudia, L.; Savic, D.
1 Contributo su Rivista::1.1 Articolo in rivista
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11571/1106377
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