Abstract

Bioinfiltration systems for stormwater management rely on the ability of the engineered media to adequately infiltrate, filtrate, and store water to reduce runoff volumes and improve water quality. However, the potential clogging of the soil over time due to the migration of fines and deposition of sediment and debris has raised concerns regarding system longevity. To quantify temporal and spatial changes in textural and hydraulic properties of bioinfiltration media infiltrating runoff from an interstate, a comprehensive field and laboratory study was completed for two sites over a two-year period. Despite observed sediment deposition within both basins, there were no statistically significant trends in the saturated hydraulic conductivity of the media over the study period. Soil core sampling and analysis confirmed fines did not migrate through the soil column. Susceptibility to future clogging of the well-graded, loamy sand used at both sites was evaluated based on the collected data and permeability and retention criteria commonly used in geotechnical design of graded filters. Based on the results of this study and the current literature, soils proposed for use in bioinfiltration systems should be evaluated for filter compatibility with the anticipated sediment load and include maximum limits on the plasticity index to help enhance system lifespan and reduce necessary maintenance.

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Data Availability Statement

All soil and infiltration data generated in the study are available from the corresponding author by request.

Acknowledgments

The authors would like to thank the Pennsylvania Department of Transportation (PennDOT) for their support and funding. The opinions presented in this publication are those of the authors and do not necessarily express the opinions of the PennDOT. Reference in this report to any commercial product, process, or service, or the use of any trade, firm, or corporation name is for general informational purposes only and does not constitute an endorsement or certification of any kind by the authors. This project is a research initiative of the Villanova Center for Resilient Water Systems.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 147Issue 11November 2021

History

Received: Nov 17, 2020
Accepted: Jun 22, 2021
Published online: Sep 14, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 14, 2022

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Christine Smith, S.M.ASCE [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085. Email: [email protected]
Rebecca Connolly [email protected]
Water Resources Engineer, Stantec 350 N Orleans St. #1301, Chicago, IL 60654. Email: [email protected]
Richard Ampomah [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085. Email: [email protected]
Amanda Hess, Ph.D., M.ASCE [email protected]
P.E.
Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085. Email: [email protected]
P.E.
Assistant Professor, Dept. of Civil and Environmental Engineering, Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085 (corresponding author). ORCID: https://orcid.org/0000-0001-8361-7679. Email: [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085. ORCID: https://orcid.org/0000-0002-5640-8692. Email: [email protected]

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  • Mapping Predicted Areas of Common Maintenance Impacts to Green Stormwater Infrastructure in Philadelphia, Pennsylvania, Journal of Sustainable Water in the Built Environment, 10.1061/JSWBAY.0000986, 8, 3, (2022).

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