Real-time model predictive and rule-based control with green infrastructures to reduce combined sewer overflows.

Low impact development Model predictive control Real-time control Rule-based control Source control measure Urban drainage modelling

Journal

Water research
ISSN: 1879-2448
Titre abrégé: Water Res
Pays: England
ID NLM: 0105072

Informations de publication

Date de publication:
01 Aug 2022
Historique:
received: 29 01 2022
revised: 02 06 2022
accepted: 12 06 2022
pubmed: 25 6 2022
medline: 12 8 2022
entrez: 24 6 2022
Statut: ppublish

Résumé

The impact of integrating large-scale distribution of green infrastructures (GIs) with different real-time control strategies on combined sewer overflows (CSOs) is assessed for the southern area of the City of Montreal's combined sewer system (Canada). An iterative process involving a synthetic design rainfall event and model predictive control (MPC) of the sewer system is developed to distribute GIs according to cost-efficiency and spatial analysis criteria. The distributed GIs are alternatively integrated with static, rule-based control (RBC) and MPC, for which model simulations are performed for a two-month period. The performance of the three strategies is compared in terms of CSO volume and frequency reductions, fulfillment of the outfall environmental priorities and transfer of runoff capture to CSO volume reduction. A gradual increase in GI implementation levels and an alternative scenario of GIs distribution are also considered to assess the performance of the two real-time control (RTC) strategies. By comparing the scenarios where GIs are uniformly distributed with those where no GIs are implemented and omitting the most extreme rainfall event, average CSO volume reduction is about 65%, 82% and 92%, respectively, for static control, RBC and MPC. Moreover, the scenario integrating GIs with MPC is the only one permitting to avoid almost all CSO events and the fulfilment of the outfall environmental priorities. GIs efficiency performance (the transferability between global runoff capture and CSO volume reduction) is also the highest under MPC, even when considering varying GI implementation levels and spatial distribution schemes.

Identifiants

pubmed: 35749924
pii: S0043-1354(22)00706-0
doi: 10.1016/j.watres.2022.118753
pii:
doi:

Substances chimiques

Sewage 0

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

118753

Informations de copyright

Copyright © 2022 Elsevier Ltd. All rights reserved.

Auteurs

Marie-Ève Jean (MÈ)

Institut national de la recherche scientifique, Centre Eau Terre Environnement, 490, rue de la Couronne, Québec (QC), G1K 9A9, Canada. Electronic address: Marie-Eve.Jean@inrs.ca.

Camille Morin (C)

Institut national de la recherche scientifique, Centre Eau Terre Environnement, 490, rue de la Couronne, Québec (QC), G1K 9A9, Canada.

Sophie Duchesne (S)

Institut national de la recherche scientifique, Centre Eau Terre Environnement, 490, rue de la Couronne, Québec (QC), G1K 9A9, Canada.

Geneviève Pelletier (G)

Univeristé Laval, Département de génie civil et de génie des eaux, 1065 avenue de la Médecine, Québec (QC), G1V 0A6, Canada.

Martin Pleau (M)

Tetra Tech QI inc., 4655, boul. Wilfrid-Hamel, Québec (QC), G1P 2J7, Canada.

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