Technical Papers
May 31, 2020

Modulating Nodal Outflows to Guarantee Sufficient Disinfectant Residuals in Water Distribution Networks

Publication: Journal of Water Resources Planning and Management
Volume 146, Issue 8

Abstract

This paper proposes the modulation of nodal outflows in water distribution networks (WDNs) to solve the problem of low disinfectant concentrations at critical dead-end nodes, in which low flow velocities and long residence times cause excessive disinfectant decay. The slight increase in nodal outflows at these sites, which can be obtained through the opening of a blowoff at the hydrant site, can help to address this problem with no need to increase disinfectant doses at the source(s) or of install additional disinfectant booster stations. The methodology is based on the combined use of optimization and flow routing/water quality modeling of WDNs. The concentration of disinfectant at the source(s) and the values of nodal emitter coefficients at the critical dead-end nodes are the decisional variables to be optimized. Two objective functions are considered in the optimization: the total volume of water delivered in the network (inclusive of supply, leakage, and additional nodal outflow considered for fixing disinfectant residuals); and the total mass of disinfectant injected into the network. The effectiveness of the methodology was proven on a real WDN, yielding insight into the economic feasibility of the solution.

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Data Availability Statement

Data, models and code generated during the study may be available from the corresponding author, upon reasonable request.

Acknowledgments

This research was conducted within the EU project Wat-Qual (Grant agreement No. 778136). The authors acknowledge the anonymous reviewers for their insightful comments that improved the manuscript.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 146Issue 8August 2020

History

Received: May 9, 2019
Accepted: Feb 18, 2020
Published online: May 31, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 31, 2020

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Authors

Affiliations

S. Avvedimento [email protected]
Ph.D. Student, Dept. of Civil Engineering and Architecture, Univ. of Pavia, Via Ferrata 3, Pavia 27100, Italy (corresponding author). Email: [email protected]
S. Todeschini [email protected]
Assistant Professor, Dept. of Civil Engineering and Architecture, Univ. of Pavia, Via Ferrata 3, Pavia 27100, Italy. Email: [email protected]
C. Giudicianni, Ph.D. [email protected]
Dept. DICDEA, Univ. of Campania Luigi Vanvitelli, via Roma 29, Aversa 81031, Italy. Email: [email protected]
A. Di Nardo [email protected]
Associate Professor, Dept. DICDEA, Univ. of Campania Luigi Vanvitelli, via Roma 29, Aversa 81031, Italy. Email: [email protected]
T. Walski, F.ASCE [email protected]
Senior Product Manager, Bentley Systems, 3 Brians Place Nanticoke, PA 18634. Email: [email protected]
Associate Professor, Dept. of Civil Engineering and Architecture, Università degli Studi di Pavia, Via Ferrata 3, Pavia 27100, Italy. ORCID: https://orcid.org/0000-0003-4422-2417. Email: [email protected]

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