Technical Papers
Apr 19, 2017

Influences of Four Extensive Green Roof Design Variables on Stormwater Hydrology

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 8

Abstract

This study assesses the relative influence of four independent variables on green roof hydrological performance under rainstorm conditions. Twenty-four extensive green roofs representing all combinations of the following four design factors were used: native meadow species versus Sedum; mineral-based versus biologically derived planting medium; 10-cm versus 15-cm depth; and irrigation provided daily, sensor controlled, or not at all. From events covering the period May–October in 2013 and 2014, mean values were determined for the seasonal volumetric runoff coefficient (Cvol=0.4), peak runoff coefficient (Cpeak=0.12), and U.S. Natural Resources Conservation Service (NRCS) curve number (CN=94). Irrigation had the largest overall impact: daily irrigation increased Cvol to 0.5 compared to 0.3 for systems with sensor-controlled or no irrigation. The biologically derived planting medium, composed of a high proportion of aged wood compost, made a significant improvement, maintaining Cvol of 0.3 compared to 0.4 for the mineral-based product in the modules without irrigation. A similar pattern was found in the NRCS curve numbers.

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Acknowledgments

The authors would like to thank Matthew Perotto and Catherine Yoon for their management of the Green Roof Innovation Testing laboratory (GRIT Lab) at the Daniel’s Faculty of Architecture, Landscape, and Design at the University of Toronto. The GRIT Lab benefits from the support of industrial sponsors Bioroof Systems, DH Water Management Services Inc., GroBark, IRC Group, Toro, and Tremco Roofing, and receives grant funding from the City of Toronto Environment Office, Ontario Centers of Excellence, RCI Foundation, the Connaught Fund, and the Landscape Architecture Canada Foundation. This hydrological study has been facilitated by an Industrial Postgraduate Scholarship from the Natural Sciences and Engineering Research Council of Canada (NSERC) and Flynn Canada Ltd.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 8August 2017

History

Received: Apr 1, 2016
Accepted: Feb 3, 2017
Published online: Apr 19, 2017
Published in print: Aug 1, 2017
Discussion open until: Sep 19, 2017

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Authors

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School of Civil Engineering, Univ. of Toronto, 35 St George St., Toronto, ON, Canada M5S 1A4 (corresponding author). ORCID: https://orcid.org/0000-0002-0346-8624. E-mail: [email protected]
Jennifer Drake, Ph.D., M.ASCE [email protected]
School of Civil Engineering, Univ. of Toronto, 35 St George St., Toronto, ON, Canada M5S 1A4. E-mail: [email protected]
Brent Sleep, Ph.D., M.ASCE [email protected]
School of Civil Engineering, Univ. of Toronto, 35 St George St., Toronto, ON, Canada M5S 1A4. E-mail: [email protected]
Liat Margolis [email protected]
John H. Daniels Faculty of Architecture, Landscape, and Design, Univ. of Toronto, 230 College St., Toronto, ON, Canada M5S 1A4. E-mail: [email protected]

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