Probabilistic modeling and optimization of leakages in water distribution networks
We develop an integrated framework for resilient reduction of leakages in water distribution networks (WDNs), which combines: a) a set of probabilistic approaches for minimum night flow (MNF) estimation and parametric modeling of water losses in WDNs, and b) a combination of statistical clustering a...
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nemertes-10889-240512022-11-19T04:42:46Z Probabilistic modeling and optimization of leakages in water distribution networks Πιθανοτική μοντελοποίηση και βελτιστοποίηση διαρροών σε δίκτυα διανομής νερού Σεραφείμ, Αθανάσιος Serafeim, Athanasios V. Water distribution networks Minimum night flow Confidence interval estimation Water losses Water balance Leakage Parametric modeling Pressure effect Statistical clustering Water networks partitioning Leakage management Hydraulic resilience Pressure management areas Δίκτυα ύδρευσης Απώλειες νερού Ζωνοποίηση δικτύων ύδρευσης Ζώνες διαχείρισης πίεσης Παραμετρική μοντελοποίηση Ελάχιστη νυχτερινή ροή Εκτίμηση διαστημάτων εμπιστοσύνης Υδατικό ισοζύγιο Διαρροές We develop an integrated framework for resilient reduction of leakages in water distribution networks (WDNs), which combines: a) a set of probabilistic approaches for minimum night flow (MNF) estimation and parametric modeling of water losses in WDNs, and b) a combination of statistical clustering and hydraulic modeling techniques for WDN partitioning into pressure management areas (PMAs; or districted metered areas, DMAs). The strong point of the proposed probabilistic methods is that they allow for confidence interval estimation of both observed and parametrized MNFs, while taking into account the effect of operational pressures on leakages. The statistically rigorous and user unbiased clustering approach produces realistic PMA (or DMA) configurations, allowing water experts and engineers to develop effective strategies for management and reduction of leakages, based on a fast and easy to implement algorithmic procedure. The efficiency of the developed framework is tested in the water distribution network of the City of Patras in western Greece, which serves approximately 213 000 consumers, consists of more than 700 km of pipeline grid (mainly HDPE and PVC pipes), and includes 86 pressure management areas (PMAs) equipped with automated local stations for water flow rates monitoring and pressure regulation. The research project was supported by the Hellenic Foundation for Research and Innovation (H.F.R.I.) under the “1st Call for H.F.R.I. Research Projects to support Faculty Members & Researchers and the procurement of high-cost research equipment grant” (Project Number: 1162). We develop an integrated framework for resilient reduction of leakages in water distribution networks (WDNs), which combines: a) a set of probabilistic approaches for minimum night flow (MNF) estimation and parametric modeling of water losses in WDNs, and b) a combination of statistical clustering and hydraulic modeling techniques for WDN partitioning into pressure management areas (PMAs; or districted metered areas, DMAs). The strong point of the proposed probabilistic methods is that they allow for confidence interval estimation of both observed and parametrized MNFs, while taking into account the effect of operational pressures on leakages. The statistically rigorous and user unbiased clustering approach produces realistic PMA (or DMA) configurations, allowing water experts and engineers to develop effective strategies for management and reduction of leakages, based on a fast and easy to implement algorithmic procedure. The efficiency of the developed framework is tested in the water distribution network of the City of Patras in western Greece, which serves approximately 213 000 consumers, consists of more than 700 km of pipeline grid (mainly HDPE and PVC pipes), and includes 86 pressure management areas (PMAs) equipped with automated local stations for water flow rates monitoring and pressure regulation. 2022-11-18T08:48:43Z 2022-11-18T08:48:43Z 2022-11-04 https://hdl.handle.net/10889/24051 en Attribution-NonCommercial-NoDerivs 3.0 United States http://creativecommons.org/licenses/by-nc-nd/3.0/us/ application/pdf |
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Nemertes |
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English |
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Water distribution networks Minimum night flow Confidence interval estimation Water losses Water balance Leakage Parametric modeling Pressure effect Statistical clustering Water networks partitioning Leakage management Hydraulic resilience Pressure management areas Δίκτυα ύδρευσης Απώλειες νερού Ζωνοποίηση δικτύων ύδρευσης Ζώνες διαχείρισης πίεσης Παραμετρική μοντελοποίηση Ελάχιστη νυχτερινή ροή Εκτίμηση διαστημάτων εμπιστοσύνης Υδατικό ισοζύγιο Διαρροές |
spellingShingle |
Water distribution networks Minimum night flow Confidence interval estimation Water losses Water balance Leakage Parametric modeling Pressure effect Statistical clustering Water networks partitioning Leakage management Hydraulic resilience Pressure management areas Δίκτυα ύδρευσης Απώλειες νερού Ζωνοποίηση δικτύων ύδρευσης Ζώνες διαχείρισης πίεσης Παραμετρική μοντελοποίηση Ελάχιστη νυχτερινή ροή Εκτίμηση διαστημάτων εμπιστοσύνης Υδατικό ισοζύγιο Διαρροές Σεραφείμ, Αθανάσιος Probabilistic modeling and optimization of leakages in water distribution networks |
description |
We develop an integrated framework for resilient reduction of leakages in water distribution networks (WDNs), which combines: a) a set of probabilistic approaches for minimum night flow (MNF) estimation and parametric modeling of water losses in WDNs, and b) a combination of statistical clustering and hydraulic modeling techniques for WDN partitioning into pressure management areas (PMAs; or districted metered areas, DMAs).
The strong point of the proposed probabilistic methods is that they allow for confidence interval estimation of both observed and parametrized MNFs, while taking into account the effect of operational pressures on leakages. The statistically rigorous and user unbiased clustering approach produces realistic PMA (or DMA) configurations, allowing water experts and engineers to develop effective strategies for management and reduction of leakages, based on a fast and easy to implement algorithmic procedure.
The efficiency of the developed framework is tested in the water distribution network of the City of Patras in western Greece, which serves approximately 213 000 consumers, consists of more than 700 km of pipeline grid (mainly HDPE and PVC pipes), and includes 86 pressure management areas (PMAs) equipped with automated local stations for water flow rates monitoring and pressure regulation. |
author2 |
Serafeim, Athanasios V. |
author_facet |
Serafeim, Athanasios V. Σεραφείμ, Αθανάσιος |
author |
Σεραφείμ, Αθανάσιος |
author_sort |
Σεραφείμ, Αθανάσιος |
title |
Probabilistic modeling and optimization of leakages in water distribution networks |
title_short |
Probabilistic modeling and optimization of leakages in water distribution networks |
title_full |
Probabilistic modeling and optimization of leakages in water distribution networks |
title_fullStr |
Probabilistic modeling and optimization of leakages in water distribution networks |
title_full_unstemmed |
Probabilistic modeling and optimization of leakages in water distribution networks |
title_sort |
probabilistic modeling and optimization of leakages in water distribution networks |
publishDate |
2022 |
url |
https://hdl.handle.net/10889/24051 |
work_keys_str_mv |
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