Stormwater Runoff Quality and Quantity from Permeable and Traditional Pavements in Semiarid South Texas
Publication: Journal of Environmental Engineering
Volume 146, Issue 6
Abstract
Permeable pavements are often developed as alternatives to traditional pavement (TP) systems for the mitigation of urban stormwater runoff impairment. The objective of this study was to evaluate the stormwater runoff and pollutant load-reduction performance of an enhanced permeable interlocking concrete pavement system with enlarged joints filled with gravel. This system was compared with an adjacent TP application located in La Feria, Texas. Both pavements were monitored for 2 years through a total of 65 storm events. Both pavement systems received some run-on stormwater flows from surrounding areas that included sediment and nutrients. Runoff volume was 80% lower than the TP. Furthermore, total suspended solids, 5-day biochemical oxygen demand, and Escherichia coli exhibited average reductions of 76% for 23 samples, 56% for 19 samples, and 12% for 11 samples, respectively. Field data were used to develop a Windows Source Loading and Management Model (WinSLAMM) method, which was in good agreement with the observed values.
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Data Availability Statement
All data generated or analyzed during the study are included in the published paper and its appendixes.
Acknowledgments
The authors wish to thank the Texas Commission on Environmental Quality, Non-Point Source Team for their support and funding for this work under TCEQ Contract No. 581-14-30049, and the project team including Tim Cawthon of TCEQ. They also wish to thank Brandon Dalton from C.C. Lynch & Associates, Inc.
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©2020 American Society of Civil Engineers.
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Received: Mar 10, 2019
Accepted: Oct 7, 2019
Published online: Mar 27, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 27, 2020
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