Spatial Aggregation Effect on Water Demand Peak Factor

A methodological framework for the estimation of the expected value of hourly peak water demand factor and its dependence on the spatial aggregation level is presented. The proposed methodology is based on the analysis of volumetric water meter measurements with a 1-h time aggregation, preferred by...

Full description

Bibliographic Details
Main Authors: Giuseppe Del Giudice, Cristiana Di Cristo, Roberta Padulano
Format: Article
Language:English
Published: MDPI AG 2020-07-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/12/7/2019
id doaj-bada075227224bdaaa2df675f5777f2e
record_format Article
spelling doaj-bada075227224bdaaa2df675f5777f2e2020-11-25T03:16:24ZengMDPI AGWater2073-44412020-07-01122019201910.3390/w12072019Spatial Aggregation Effect on Water Demand Peak FactorGiuseppe Del Giudice0Cristiana Di Cristo1Roberta Padulano2Department of Civil, Environmental and Architectural Engineering, Università degli Studi di Napoli Federico II, Via Claudio 21, 80125 Naples, ItalyDepartment of Civil, Environmental and Architectural Engineering, Università degli Studi di Napoli Federico II, Via Claudio 21, 80125 Naples, ItalyRegional Models and geo-Hydrological Impacts, Centro Euro-Mediterraneo sui Cambiamenti Climatici, Via Thomas Alva Edison, 81100 Caserta (CE), ItalyA methodological framework for the estimation of the expected value of hourly peak water demand factor and its dependence on the spatial aggregation level is presented. The proposed methodology is based on the analysis of volumetric water meter measurements with a 1-h time aggregation, preferred by water companies for monitoring purposes. Using a peculiar sampling design, both a theoretical and an empirical estimation of the expected value of the peak factor and of the related standard error (confidence bands) are obtained as a function of the number of aggregated households (or equivalently of the number of users). The proposed methodology accounts for the cross-correlation among consumption time series describing local water demand behaviours. The effects of considering a finite population is also discussed. The framework is tested on a pilot District Metering Area with more than 1000 households equipped with a telemetry system with 1-h time aggregation. Results show that the peak factor can be expressed as a power function tending to an asymptotic value greater than one for the increasing number of aggregated households. The obtained peak values, compared with several literature studies, provide useful indications for the design and management of secondary branched pipes of water distribution systems.https://www.mdpi.com/2073-4441/12/7/2019cross-correlationdata spatial aggregationfinite population effectmeteringsample meansampling design
collection DOAJ
language English
format Article
sources DOAJ
author Giuseppe Del Giudice
Cristiana Di Cristo
Roberta Padulano
spellingShingle Giuseppe Del Giudice
Cristiana Di Cristo
Roberta Padulano
Spatial Aggregation Effect on Water Demand Peak Factor
Water
cross-correlation
data spatial aggregation
finite population effect
metering
sample mean
sampling design
author_facet Giuseppe Del Giudice
Cristiana Di Cristo
Roberta Padulano
author_sort Giuseppe Del Giudice
title Spatial Aggregation Effect on Water Demand Peak Factor
title_short Spatial Aggregation Effect on Water Demand Peak Factor
title_full Spatial Aggregation Effect on Water Demand Peak Factor
title_fullStr Spatial Aggregation Effect on Water Demand Peak Factor
title_full_unstemmed Spatial Aggregation Effect on Water Demand Peak Factor
title_sort spatial aggregation effect on water demand peak factor
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2020-07-01
description A methodological framework for the estimation of the expected value of hourly peak water demand factor and its dependence on the spatial aggregation level is presented. The proposed methodology is based on the analysis of volumetric water meter measurements with a 1-h time aggregation, preferred by water companies for monitoring purposes. Using a peculiar sampling design, both a theoretical and an empirical estimation of the expected value of the peak factor and of the related standard error (confidence bands) are obtained as a function of the number of aggregated households (or equivalently of the number of users). The proposed methodology accounts for the cross-correlation among consumption time series describing local water demand behaviours. The effects of considering a finite population is also discussed. The framework is tested on a pilot District Metering Area with more than 1000 households equipped with a telemetry system with 1-h time aggregation. Results show that the peak factor can be expressed as a power function tending to an asymptotic value greater than one for the increasing number of aggregated households. The obtained peak values, compared with several literature studies, provide useful indications for the design and management of secondary branched pipes of water distribution systems.
topic cross-correlation
data spatial aggregation
finite population effect
metering
sample mean
sampling design
url https://www.mdpi.com/2073-4441/12/7/2019
work_keys_str_mv AT giuseppedelgiudice spatialaggregationeffectonwaterdemandpeakfactor
AT cristianadicristo spatialaggregationeffectonwaterdemandpeakfactor
AT robertapadulano spatialaggregationeffectonwaterdemandpeakfactor
_version_ 1724636387798417408