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A coordination framework between drinking water treatment plants and water distribution networks for dynamic risk threshold identification

  • Dan Zhong
  • , Chaoyuan Huang
  • , Pengyuan Cheng
  • , Wencheng Ma*
  • , Rongxing Ma
  • *Corresponding author for this work
  • Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

In water distribution networks (WDNs) supplied by multiple drinking water treatment plants (DWTPs), water quality is shaped by finished-water inputs, blending, and transport. However, finished-water and network water quality are often examined separately, with limited attention to their linkage under multi-plant supply. This study developed a framework integrating finished-water inputs with WDN responses to identify dynamic risk thresholds for key indicators. In a Suzhou WDN supplied by three DWTPs, hydraulic source-tracing contributions were used to construct node-specific equivalent finished-water inputs. Recursive feature elimination with cross-validation (RFECV), Light Gradient Boosting Machine (LightGBM), and SHapley Additive exPlanations (SHAP) were combined for feature selection, response prediction, and interpretation. Indicator-specific adverse-response constraints were applied at an acceptable risk probability of α = 0.10, using Q90 for total hardness, permanganate index, and nitrate, and Q10 for the low-concentration risk of residual chlorine. The LightGBM models performed well for all four indicators. Equivalent finished-water total hardness and permanganate index were operationally relevant to their corresponding WDN responses, whereas nitrate was directly associated with equivalent finished-water nitrate; total hardness also served as an auxiliary hydrochemical background indicator for nitrate-response risk. For residual chlorine, water temperature and equivalent finished-water residual chlorine were the principal model-associated predictors. The recommended thresholds for equivalent finished-water total hardness, permanganate index, nitrate, and residual chlorine were 152 mg/L, 1.504 mg/L, 0.699 mg/L, and 0.711 mg/L, respectively. The framework links WDN responses to plant-side operational targets and supports coordinated water-quality risk management in multi-DWTP systems.

Original languageEnglish
Article number124412
JournalJournal of Environmental Chemical Engineering
Volume14
Issue number5
DOIs
StatePublished - Oct 2026

Keywords

  • Dynamic risk threshold
  • Finished water
  • Source tracing
  • Water quality

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