Control Node Placement and Structural Controllability of Water Quality Dynamics in Drinking Networks
Salma M. Elsherif, Ahmad F. Taha

TL;DR
This paper presents a novel control- and graph-theoretic approach for optimal placement of booster stations in water distribution networks, considering dynamic hydraulics to improve chlorine coverage and system controllability.
Contribution
It introduces a new formulation that maximizes controllability with minimal energy, accounting for time-varying hydraulics and network topology, unlike traditional static methods.
Findings
Effective booster station placement improves chlorine coverage.
Method scales well to large networks.
Validated on multiple network configurations.
Abstract
Chlorine, the most widely used disinfectant, needs to be adequately distributed in water distribution networks (WDNs) to maintain consistent residual levels and ensure safe water. This is performed through control node injections at the treatment plant via booster stations distributed across the WDNs. While previous studies have applied various optimization-based approaches for booster station placement, many have failed to consider the coverage of the station injections and the dynamic nature of WDNs. In particular, variations in hydraulics and demand significantly impact the reachability and efficacy of chlorine injections which then impact optimal placement of booster stations. This study introduces a novel formulation that combines control- and graph-theoretic approaches to solve the booster station placement problem. Unlike traditional methods, our approach emphasizes maximizing…
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
Taxonomy
TopicsWater Quality Monitoring and Analysis
