Hydrologic Performance of Distributed LID Stormwater Infrastructure on Land Developments under a Changing Climate: Site-Scale Performance Improvements
Publication: Journal of Irrigation and Drainage Engineering
Volume 148, Issue 7
Abstract
Traditional land development stormwater management replaces natural pervious surfaces with impervious surfaces such as pavements and buildings. This increases the rate of runoff that is typically then managed through drainage systems and controlled at or near the site discharge location. This approach often leads to increases in total runoff volume, which can lead to higher peak flows in downstream stormwater systems. Low impact development (LID) technologies, such as porous pavements and green roof systems, provide an alternate approach to managing site runoff by mimicking the pervious surfaces they replace. However, these technologies are often used alongside traditional stormwater infrastructure because their entire hydrologic benefit has not been fully explored. Herein we examine the reduction in peak discharge and total runoff volume achieved through the use of porous pavements and green–blue roof systems (a green roof with an underlying storage volume) on three land developments located on the coastal plain of South Carolina. Model results show that the inclusion of green–blue roof systems can significantly reduce peak discharge compared to traditional roof systems and common modular green roof systems, although they have negligible impact on the total volume discharged. Porous pavements significantly reduce total volume discharged, even when placed over low infiltration soils, but have less impact on peak flow depending on their design. The implementation of LID technologies has the potential to improve site performance beyond standard design rainfall depths, indicating that the use of LID may offset the impact of climate change–induced increases in extreme rainfall event depth and intensity.
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Data Availability Statement
All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors would like to thank Ryne Philips, Trip West, Michael Whitfield, Joshua Robinson, and Michael Horton for many helpful conversations during this study. They also thank Davis and Floyd who contributed the original site designs for the case studies. This paper was prepared as a result of work sponsored by the South Carolina Sea Grant Consortium with NOAA Financial Assistance No. NA14OAR4170088. The statements, findings, conclusions, and recommendations are those of the authors and do not necessarily reflect the views of the South Carolina Sea Grant Consortium, or NOAA. In addition, South Carolina Sea Grant Consortium and NOAA may copyright any work that is subject to copyright and was developed, or for which ownership was purchased, under Financial Assistance No. NA14OAR4170088. The South Carolina Sea Grant Consortium and NOAA reserve a royalty-free, nonexclusive, and irrevocable right to reproduce, publish, or otherwise use the work for federal purposes, and to authorize others to do so.
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Journal of Irrigation and Drainage Engineering
Volume 148 • Issue 7 • July 2022
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Mar 11, 2021
Accepted: Feb 2, 2022
Published online: Apr 18, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 18, 2022
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