Cited by 229Urban Stormwater Management SolutionsUrban Heat Island MitigationSoil and Unsaturated Flow

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Quantifying volume reduction and peak flow mitigation for three bioretention cells in clay soils in northeast Ohio

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Winston, Ryan J., Dorsey, Jay D., Hunt, William F.·2016·Science of The Total Environment

DOI 10.1016/j.scitotenv.2016.02.081

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Abstract

Green infrastructure aims to restore watershed hydrologic function by more closely mimicking pre-development groundwater recharge and evapotranspiration (ET). Bioretention has become a popular stormwater control due to its ability to reduce runoff volume through these pathways. Three bioretention cells constructed in low permeability soils in northeast Ohio were monitored for non-winter quantification of inflow, drainage, ET, and exfiltration. The inclusion of an internal water storage (IWS) zone allowed the three cells to reduce runoff by 59%, 42%, and 36% over the monitoring period, in spite of the tight underlying soils. The exfiltration rate and the IWS zone thickness were the primary determinants of volume reduction performance. Post-construction measured drawdown rates were higher than pre-construction soil vertical hydraulic conductivity tests in all cases, due to lateral exfiltration from the IWS zones and ET, which are not typically accounted for in pre-construction soil testing. The minimum rainfall depths required to produce outflow for the three cells were 5.5, 7.4, and 13.8mm. During events with 1-year design rainfall intensities, peak flow reduction varied from 24 to 96%, with the best mitigation during events where peak rainfall rate occurred before the centroid of the rainfall volume, when adequate bowl storage was available to limit overflow.

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Research works printed but not linked: 2

Winston, 2016, Quantifying volume reduction and peak flow mitigation for permeable pavements in clay soils in northern Ohio, J. Hydrol. Eng.
Winston, 2016, Modeling the hydrologic performance of bioretention stormwater controls in northern Ohio using DRAINMOD: calibration, validation, and sensitivity analysis, J. Hydrol.

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Authors: Winston, R. J., Dorsey, J. D., & Hunt, W. F.
Affiliations: North Carolina State University (US)
Ohio Department of Natural Resources (US)
Corresponding author: Winston, Ryan J.
ORCID: Winston, Ryan J.
Dorsey, Jay D.
Hunt, William F.
Venue: Science of The Total Environment
Publisher: Elsevier BV
Published: 2016-05
Volume: 553
Pages: 83-95
ISSN: 0048-9697 (ISSN-L)
DOI: 10.1016/j.scitotenv.2016.02.081
OpenAlex: W2281688632
Cited by: 229
References: 77
Citations by year: 2026: 18 · 2025: 20 · 2024: 21 · 2023: 23 · 2022: 23 · 2021: 21 · 2020: 27 · 2019: 30 · 2018: 23 · 2017: 18 · 2016: 4
FWCI: 15.61
Type: journal article
Language: en
Open access: bronze
doi.org
Licence: www.elsevier.com/tdm/userlicense/1.0/ (tdm)
www.elsevier.com/legal/tdmrep-license (tdm)
www.elsevier.com/open-access/userlicense/1.0/ (am, 295 d)
Locations: The Science of The Total Environment (acceptedVersion)
PubMed (publishedVersion)
NOAA Institutional Repository (submittedVersion, public-domain)
Funders: National Oceanic and Atmospheric Administration
University of New Hampshire
Topics: Physical Sciences › Environmental Science › Environmental Engineering › Urban Stormwater Management Solutions
Physical Sciences › Environmental Science › Environmental Engineering › Urban Heat Island Mitigation
Physical Sciences › Engineering › Civil and Structural Engineering › Soil and Unsaturated Flow
Keywords: bioretention, stormwater management, clay soil, low-permeability soils, runoff volume reduction, exfiltration, evapotranspiration, groundwater recharge, drawdown rate, rainfall depth, green infrastructure, Northeast Ohio
MeSH terms: Clay, Aluminum Silicates, Ohio, Soil, Waste Disposal, Fluid, Water Movements, Water Supply, Hydrology

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Quantifying volume reduction and peak flow mitigation for three bioretention cells in clay soils in northeast Ohio

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