Technical Papers
Feb 17, 2017

Estimating Leakages in Water Distribution Networks Based Only on Inlet Flow Data

Publication: Journal of Water Resources Planning and Management
Volume 143, Issue 6

Abstract

The estimate of current real losses in water distribution networks (WDN) is crucial to plan investments for rehabilitation, assess the rise of leakage over time, and possibly drive procedures for failure identification and repair. However, many WDNs worldwide do not have flow/pressure monitoring within the system yet, and the inlet water volume or flowrate is the only recorded data. Developing reliable procedures to estimate real losses in such circumstances is essential to assess the leakage phenomenon and eventually drive the upgrade of existing monitoring systems. This work proposes a simple bottom-up methodology to estimate leakage using WDN inflow data series while only exploiting the seasonal fluctuation of water consumptions. It resorts to a data-assimilation strategy whose formulation is consistent with the physical behavior of WDNs and requires the estimate of only a few numerical parameters. Additionally, the methodology allows the estimation of the user’s daily and night water consumptions, thus being useful to verify or integrate other leakage estimate methods. The methodology is discussed and demonstrated on both synthetic and real WDNs.

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Acknowledgments

This research was supported by the Development and Cohesion Fund 2007–2013—APQ Research Apulia Region “Regional program in support of smart specialization and social and environmental sustainability—FutureInResearch” (Italy) and partly funded by two projects of the National Relevant Scientific Research Program PRIN-2012 (Italy): “Analysis tools for management of water losses in urban aqueducts” and “Tools and procedures for advanced and sustainable management of water distribution networks.”

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 143Issue 6June 2017

History

Received: May 30, 2016
Accepted: Nov 2, 2016
Published online: Feb 17, 2017
Published in print: Jun 1, 2017
Discussion open until: Jul 17, 2017

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Gianfredi Mazzolani [email protected]
Engineering Manager, Acquedotto Pugliese s.p.a., Via Cognetti n. 36, 70125 Bari, Italy. E-mail: [email protected]
Luigi Berardi [email protected]
Researcher, Dept. of Civil Engineering and Architecture, Polytechnic Univ. of Bari, Via E. Orabona, 4, 70125 Bari, Italy. E-mail: [email protected]
Daniele Laucelli [email protected]
Associate Professor, Dept. of Civil Engineering and Architecture, Polytechnic Univ. of Bari, Via E. Orabona, 4, 70125 Bari, Italy. E-mail: [email protected]
Antonietta Simone [email protected]
Research Fellow, Dept. of Civil Engineering and Architecture, Polytechnic Univ. of Bari, Via E. Orabona, 4, 70125 Bari, Italy. E-mail: [email protected]
Riccardo Martino [email protected]
Researcher, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Naples “Federico II”, via Claudio 21, 80125 Napoli, Italy. E-mail: [email protected]
Orazio Giustolisi [email protected]
Full Professor, Dept. of Civil Engineering and Architecture, Polytechnic Univ. of Bari, Via E. Orabona, 4, 70125 Bari, Italy (corresponding author). E-mail: [email protected]

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