Stormwater quality performance of permeable interlocking concrete pavement receiving run-on from an asphalt traffic lane in a cold climate

Tirpak, Andrew; Winston, Ryan J.; Feliciano, Melissa; Dorsey, Jay D.

doi:10.1007/s11356-020-08707-2

Cited by 18 publications

(8 citation statements)

References 35 publications

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“…Storm events were preceded by a median ADP of 3.0 days. Seasonal patterns in observed rainfall events are discussed in Tirpak et al (2020).…”

Section: Resultsmentioning

confidence: 99%

“…Overview of the permeable pavement and contributing drainage area at Showse Park (Vermilion, OH; adapted from Tirpak et al, 2020)…”

Section: Methodsmentioning

confidence: 99%

“…Instead, pre-retrofit hydrology was simulated using the United States Environmental Protection Agency's (USEPA) Storm Water Management Model (SWMM) version 5.1, one of the most widely used urban hydrology and water quality models worldwide (Niazi et al, 2017;Rossman, 2015). The model was F I G U R E 1 Overview of the permeable pavement and contributing drainage area at Showse Park (Vermilion, OH; adapted from Tirpak et al, 2020) parameterized to simulate the pre-retrofit conditions at the site (i.e., an asphalt parking area) using the same continuous rainfall series measured on site during the monitoring period. The parameters used to build and calibrate the SWMM model are shown in Table 1.…”

Section: Pre-retrofit Swmm Modelmentioning

confidence: 99%

“…The study site and permeable pavement design previously was described in Tirpak et al (2020). Briefly, the study site consisted of a single-aisle parking area located in Showse Park on the shore of Lake Erie in Vermilion, OH, USA (41.4286 N, 82.3133 W; approximate elevation of 181 m above mean sea level; mean annual precipitation approximately 913 mm; NERRS, 2019; Figure 1).…”

Section: Site Descriptionmentioning

confidence: 99%

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Impacts of permeable interlocking concrete pavement on the runoff hydrograph: Volume reduction, peak flow mitigation, and extension of lag times

Tirpak

Winston

Feliciano³

et al. 2021

Hydrological Processes

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Permeable pavements are implemented to provide at-source treatment of urban stormwater runoff while supporting vehicular and pedestrian use. Studies on these systems have mainly focused on those treating only direct rainfall and installed atop well-drained soils which typically provide substantial hydrologic mitigation through exfiltration that may not be representative of more hydrologically taxing conditions.A single lane parking area retrofitted with permeable interlocking concrete pavement in Vermilion, OH, USA was monitored over a 15-month period to quantify its hydrologic performance under such conditions. The 470 m 2 permeable pavement was underlain by silt loam soils and a shallow bedrock layer and treated run-on from the adjacent 324 m 2 asphalt drive lane. Observed data were compared to a calibrated SWMM model developed to simulate the pre-retrofit conditions of the site (i.e., a completely impervious parking lot). Cumulative runoff volumes were reduced by 43% across all events in the monitoring period compared to a fully impervious parking lot.While median peak flows were reduced by 75%, substantial mitigation was limited to smaller, lower intensity events with longer antecedent dry periods (i.e., non-flood producing events). The permeable pavement significantly delayed the occurrence of peak flows from the site following peak rainfall intensity by a median 29 min. Results from this study demonstrate that permeable pavements which receive run-on from adjacent imperious cover and are installed atop poorly drained soils can significantly reduce runoff volumes and peak flow rates and delay the occurrence of peak discharge. The modelling approach implemented can provide a better estimation of diffuse inflows to green infrastructure stormwater controls and aid in refining design features which enhance the hydrologic performance in systems underlain by poorly drained soils.

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“…Storm events were preceded by a median ADP of 3.0 days. Seasonal patterns in observed rainfall events are discussed in Tirpak et al (2020).…”

Section: Resultsmentioning

confidence: 99%

“…Overview of the permeable pavement and contributing drainage area at Showse Park (Vermilion, OH; adapted from Tirpak et al, 2020)…”

Section: Methodsmentioning

confidence: 99%

Section: Pre-retrofit Swmm Modelmentioning

confidence: 99%

Section: Site Descriptionmentioning

confidence: 99%

See 2 more Smart Citations

Impacts of permeable interlocking concrete pavement on the runoff hydrograph: Volume reduction, peak flow mitigation, and extension of lag times

Tirpak

Winston

Feliciano³

et al. 2021

Hydrological Processes

Self Cite

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show abstract

“…Permeable pavement has also been shown to be an effective tool to reduce the concentration and load of contaminants entrained in stormwater runoff. The primary mechanism is filtration of sediment and sedimentation-bound contaminants such as hydrocarbons, total metals, and total phosphorus [6,9,[12][13][14][15][16]. Selbig and Buer [17] found that average removal rates ranged from 60 to 80% for total suspended solids, depending on the type of permeable surface.…”

Section: Introductionmentioning

confidence: 99%

Subsurface Temperature Properties for Three Types of Permeable Pavements in Cold Weather Climates and Implications for Deicer Reduction

Danz

Buer

Selbig

2021

Water

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Permeable pavement has been shown to be an effective urban stormwater management tool although much is still unknown about freeze-thaw responses and the implications for deicer reduction in cold weather climates. Temperature data from the subsurface of three permeable pavement types—interlocking concrete pavers (PICP), concrete (PC), and asphalt (PA)—were collected over a seven-year period and evaluated. Temperature profiles of all pavements indicate favorable conditions to allow infiltration during winter rain and melting events, with subsurface temperatures remaining above freezing even when air temperatures were below freezing. Data show that PICP surpassed PC and PA with fewer days below freezing, higher temperatures on melt days, slower freeze and faster thaw times, and less penetration of freezing temperatures at depth.

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An experimental comparison between different types of surface patterns of permeable interlocking concrete pavement for roadway subsurface drainage

Hashim¹,

Al-Mulali²,

Al-Khafaji

et al. 2022

Case Studies in Construction Materials

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Stormwater quality performance of permeable interlocking concrete pavement receiving run-on from an asphalt traffic lane in a cold climate

Cited by 18 publications

References 35 publications

Impacts of permeable interlocking concrete pavement on the runoff hydrograph: Volume reduction, peak flow mitigation, and extension of lag times

Impacts of permeable interlocking concrete pavement on the runoff hydrograph: Volume reduction, peak flow mitigation, and extension of lag times

Subsurface Temperature Properties for Three Types of Permeable Pavements in Cold Weather Climates and Implications for Deicer Reduction

An experimental comparison between different types of surface patterns of permeable interlocking concrete pavement for roadway subsurface drainage

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