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Disinfection scheduling in water distribution networks considering input time-delay uncertainty

Authors :
Stelios G. Vrachimis
Demetrios G. Eliades
Marios M. Polycarpou
Source :
Journal of Hydroinformatics, Vol 26, Iss 2, Pp 386-396 (2024)
Publication Year :
2024
Publisher :
IWA Publishing, 2024.

Abstract

A significant challenge when attempting to regulate the spatial-temporal concentration of a disinfectant in a water distribution network is the large and uncertain delay between the time that the chemical is injected at the input node and the time that the concentration is measured at the monitoring output nodes. Uncertain time delays are due to varying water flows, which depend mainly on consumer water demands. Existing approaches cannot guarantee that the concentration of the disinfectant will remain within a specified range at the output, even though bounds on time-delay uncertainty may be known. In this work, given bounded water-flow uncertainty, we use the input–output modeling approach to develop a disinfectant scheduling methodology that guarantees a bounded output disinfectant concentration. The proposed methodology creates an input–output model uncertainty characterization by utilizing estimated bounds on water-quality states using the backtracking approach. An optimization problem is formulated and solved to find an input schedule that keeps the disinfectant concentration within predefined bounds for a specified time horizon. Simulation results in two case studies where water demands varied between ±20% of their nominal value show that the proposed scheduler is able to avoid lower bound violations of disinfectant concentration. HIGHLIGHTS A methodology for calculating the disinfection chemical input in water distribution networks is presented that considers the uncertainty in water flows.; The methodology guarantees bounded disinfectant concentration at monitored locations, given bounds on water flows for a time horizon.; Results on an example network show robust performance under high demand uncertainty, in scenarios with abrupt changes, and flow reversals.;

Details

Language :
English
ISSN :
14647141 and 14651734
Volume :
26
Issue :
2
Database :
Directory of Open Access Journals
Journal :
Journal of Hydroinformatics
Publication Type :
Academic Journal
Accession number :
edsdoj.8f99f4b6e2c49f590a76f33abf1ec45
Document Type :
article
Full Text :
https://doi.org/10.2166/hydro.2024.099