Hydrologic Performance of a Permeable Pavement and Stormwater Harvesting Treatment Train Stormwater Control Measure

2020 ◽  
Vol 6 (1) ◽  
pp. 04019011 ◽  
Author(s):  
Ryan J. Winston ◽  
Kristi Arend ◽  
Jay D. Dorsey ◽  
Jeffrey P. Johnson ◽  
William F. Hunt
2020 ◽  
Vol 2 (1) ◽  
pp. 91-111 ◽  
Author(s):  
Ryan J. Winston ◽  
Kristi Arend ◽  
Jay D. Dorsey ◽  
William F. Hunt

Abstract Stormwater runoff from urban development causes undesired impacts to surface waters, including discharge of pollutants, erosion, and loss of habitat. A treatment train consisting of permeable interlocking concrete pavement and underground stormwater harvesting was monitored to quantify water quality improvements. The permeable pavement provided primary treatment and the cistern contributed to final polishing of total suspended solids (TSS) and turbidity concentrations (>96%) and loads (99.5% for TSS). Because of this, >40% reduction of sediment-bound nutrient forms and total nitrogen was observed. Nitrate reduction (>70%) appeared to be related to an anaerobic zone in water stored in the scarified soil beneath the permeable pavement, allowing denitrification to occur. Sequestration of copper, lead, and zinc occurred during the first 5 months of monitoring, with leaching observed during the second half of the monitoring period. This was potentially caused by a decrease in pH within the cistern or residual chloride from deicing salt causing de-sorption of metals from accumulated sediment. Pollutant loading followed the same trends as pollutant concentrations, with load reduction improved vis-à-vis concentrations because of the 27% runoff reduction provided by the treatment train. This study has shown that permeable pavement can serve as an effective pretreatment for stormwater harvesting schemes.


Water ◽  
2021 ◽  
Vol 13 (12) ◽  
pp. 1644
Author(s):  
Tyler Dell ◽  
Mostafa Razzaghmanesh ◽  
Sybil Sharvelle ◽  
Mazdak Arabi

There is growing interest for the installation of green stormwater infrastructure (GSI) to improve stormwater control, increase infiltration of stormwater, and improve receiving water body quality. Planning level tools are needed to inform municipal scale decisions on the type and extent of GSI to apply. Here, a modified methodology is developed for the EPA Storm Water Management Model (SWMM) to create SWMM for Low Impact Technology Evaluation (SWWM-LITE) that enables municipal scale assessment of stormwater control measure (SCM) performance with minimal input data requirements and low processing time. Hydrologic outputs of SWMM-LITE are compared to those for SWMM and the National Stormwater Calculator (SWC) to assess the performance of SWMM-LITE. Three scenarios including the baseline without SCMs and the installation of varying SCMs were investigated. Across the three scenarios, SWMM-LITE estimates of annual average hydrologic performance (runoff, infiltration, and evaporation) were within +/−0.1% of estimates from a rigorously developed SWMM model in the City of Fort Collins, CO, for an evaluation of 30 years of continuous simulation. Analysis conducted for 2 year (y), 10 y, and 100 y storm events showed less than +/−2.5% difference between SWMM and SWMM-LITE hydrologic outputs. SWC provided reasonable estimates of hydrologic parameters for the case study area, but was designed for site level analyses of performance of SCMs rather than on the municipal scale. A sensitivity analysis revealed that the most sensitive parameters were primarily consistent for the SWMM-LITE and the complete SWMM. SWMM-LITE has low input data requirements and processing time and can be applied for assessing the hydrologic performance of SCMs to inform planning level decisions.


2015 ◽  
Vol 141 (1) ◽  
pp. 04014045 ◽  
Author(s):  
Ryan J. Winston ◽  
Matthew S. Lauffer ◽  
Karthik Narayanaswamy ◽  
Andrew H. McDaniel ◽  
Brian S. Lipscomb ◽  
...  

2018 ◽  
Vol 23 (4) ◽  
pp. 04018007 ◽  
Author(s):  
Ryan J. Winston ◽  
Jay D. Dorsey ◽  
Alessandra P. Smolek ◽  
William F. Hunt

Water ◽  
2019 ◽  
Vol 11 (6) ◽  
pp. 1291 ◽  
Author(s):  
Rebecca A. Purvis ◽  
Ryan J. Winston ◽  
William F. Hunt ◽  
Brian Lipscomb ◽  
Karthik Narayanaswamy ◽  
...  

Bioswales are a promising stormwater control measure (SCM) for roadway runoff management, but few studies have assessed performance on a field scale. A bioswale is a vegetated channel with underlying engineered media and a perforated underdrain to promote improved hydrologic and water quality treatment. A bioswale with a rip-rap lined forebay was constructed along state highway NC 211 in Bolivia, North Carolina, USA, and monitored for 12 months. Thirty-seven of the 39 monitored rain events exfiltrated into underlying soils, resulting in no appreciable overflow or underdrain volume. The bioswale completely exfiltrated a storm event of 86.1 mm. The one event to have underdrain-only flow was 4.8 mm. The largest and third-largest rainfall depth events (82.6 and 146 mm, respectively) had a large percentage (85%) of volume exfiltrated, but also had appreciable overflow and underdrain volumes exiting the bioswale, resulting in no peak flow mitigation. Overall, this bioswale design was able to capture and manage storms larger than the design storm (38 mm), showing the positive hydrologic performance that can be achieved by this bioswale. The high treatment capabilities were likely due to the high infiltration rate of the media and the underlying soil, longer forebay underlain with media, gravel detention layer with an underdrain, and shallow slope.


2019 ◽  
Vol 661 ◽  
pp. 386-392 ◽  
Author(s):  
Dong Liang ◽  
Lora A. Harris ◽  
Jeremy M. Testa ◽  
Vyacheslav Lyubchich ◽  
Solange Filoso

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