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...
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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 |
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