Autixier, Laurène; Mailhot, Alain; Bolduc, Samuel; Madoux-Humery, Anne-Sophie; Galarneau, Martine; Prévost, Michèle et Dorner, Sarah (2014). Evaluating rain gardens as a method to reduce the impact of sewer overflows in sources of drinking water. Science of The Total Environment , vol. 499 . pp. 238-247. DOI: 10.1016/j.scitotenv.2014.08.030.
Ce document n'est pas hébergé sur EspaceINRS.Résumé
The implications of climate change and changing precipitation patterns need to be investigated to evaluate mitigation measures for source water protection. Potential solutions need first to be evaluated under present climate conditions to determine their utility as climate change adaptation strategies. An urban drainage network receiving both stormwater and wastewater was studied to evaluate potential solutions to reduce the impact of combined sewer overflows (CSOs) in a drinking water source. A detailed hydraulic model was applied to the drainage basin to model the implementation of best management practices at a drainage basin scale. The model was calibrated and validated with field data of CSO flows for seven events from a survey conducted in 2009 and 2010. Rain gardens were evaluated for their reduction of volumes of water entering the drainage network and of CSOs. Scenarios with different levels of implementation were considered and evaluated. Of the total impervious area within the basin directly connected to the sewer system, a maximum of 21% could be alternately directed towards rain gardens. The runoff reductions for the entire catchment ranged from 12.7% to 19.4% depending on the event considered. The maximum discharged volume reduction ranged from 13% to 62% and the maximum peak flow rate reduction ranged from 7% to 56%. Of concern is that in-sewer sediment resuspension is an important process to consider with regard to the efficacy of best management practices aimed at reducing extreme loads and concentrations. Rain gardens were less effective for large events, which are of greater importance for drinking water sources. These practices could increase peak instantaneous loads as a result of greater in-sewer resuspension during large events. Multiple interventions would be required to achieve the objectives of reducing the number, total volumes and peak contaminant loads of overflows upstream of drinking water intakes.
| Type de document: | Article |
|---|---|
| Mots-clés libres: | combined sewer overflows; best management practices; rain gardens; stormwater; source water protection |
| Centre: | Centre Eau Terre Environnement |
| Date de dépôt: | 13 déc. 2016 20:49 |
| Dernière modification: | 13 déc. 2016 20:49 |
| URI: | https://espace.inrs.ca/id/eprint/3536 |
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