Literature DB >> 25192930

Evaluating rain gardens as a method to reduce the impact of sewer overflows in sources of drinking water.

Laurène Autixier1, Alain Mailhot2, Samuel Bolduc3, Anne-Sophie Madoux-Humery4, Martine Galarneau5, Michèle Prévost6, Sarah Dorner7.   

Abstract

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.
Copyright © 2014 Elsevier B.V. All rights reserved.

Entities:  

Keywords:  Best management practices; Combined sewer overflows; Rain gardens; Source water protection; Stormwater

Mesh:

Substances:

Year:  2014        PMID: 25192930     DOI: 10.1016/j.scitotenv.2014.08.030

Source DB:  PubMed          Journal:  Sci Total Environ        ISSN: 0048-9697            Impact factor:   7.963


  3 in total

1.  A tale of two rain gardens: Barriers and bridges to adaptive management of urban stormwater in Cleveland, Ohio.

Authors:  Brian C Chaffin; William D Shuster; Ahjond S Garmestani; Brooke Furio; Sandra L Albro; Mary Gardiner; MaLisa Spring; Olivia Odom Green
Journal:  J Environ Manage       Date:  2016-06-29       Impact factor: 6.789

2.  Factors Contributing to the Hydrologic Effectiveness of a Rain Garden Network (Cincinnati OH USA).

Authors:  William D Shuster; Robert A Darner; Laura A Schifman; Dustin L Herrmann
Journal:  Infrastructures (Basel)       Date:  2017-09-06

3.  Leadership in informal stormwater governance networks.

Authors:  Brian C Chaffin; Theresa M Floyd; Sandra L Albro
Journal:  PLoS One       Date:  2019-10-17       Impact factor: 3.240

  3 in total

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