scholarly journals Remediation of Stormwater Pollutants by Porous Asphalt Pavement

Water ◽  
2019 ◽  
Vol 11 (3) ◽  
pp. 520 ◽  
Author(s):  
Anand Jayakaran ◽  
Thorsten Knappenberger ◽  
John Stark ◽  
Curtis Hinman
Keyword(s):  
Management Practice ◽  
The United States ◽  
Pollutant Removal ◽  
Asphalt Pavements ◽  
Storm Events ◽  
Dissolved Metals ◽  
Porous Asphalt ◽  
Polycyclic Aromatic ◽  
Removal Efficiencies ◽  
Pollutant Discharge

Porous Asphalt (PA) pavements are an increasingly adopted tool in the green stormwater infrastructure toolbox to manage stormwater in urbanized watersheds across the United States. This technology has seen particular interest in western Washington State, where permeable pavements are recognized as an approved best management practice per the National Pollutant Discharge Elimination System (NPDES) municipal stormwater permit. Stormwater effluent concentrations from six PA cells were compared with runoff concentrations from three standard impervious asphalt cells to quantify pollutant removal efficiencies by porous asphalt systems. Additionally, the effects of maintenance and pavement age on pollutant removal efficiencies were examined. Twelve natural and artificial storms were examined over a five-year period. Street dirt and pollutant spikes were added to the pavements prior to some storm events to simulate high loading conditions. Results from this work show that porous asphalt pavements are highly efficient at removing particulate pollutants, specifically coarse sediments (98.7%), total Pb ( 98.4%), total Zn (97.8%), and total suspended solids (93.4%). Dissolved metals and Polycyclic Aromatic Hydrocarbons (PAH) were not significantly removed. Removal efficiencies for total Pb, total Zn, motor oil, and diesel H. improved with the age of the system. Annual maintenance of the pavements with a regenerative air street sweeper did not yield significant pollutant removal efficiency differences between maintained and unmaintained PA cells.

scholarly journals Fate of hydrocarbon pollutants in source and non-source control sustainable drainage systems

2013 ◽  
Vol 69 (4) ◽  
pp. 703-709 ◽  
Author(s):  
Georgios Roinas ◽  
Cath Mant ◽  
John B. Williams
Keyword(s):  
Organic Pollutants ◽  
Chemical Properties ◽  
Pollutant Removal ◽  
Total Petroleum Hydrocarbons ◽  
Source Control ◽  
Storm Events ◽  
Pollutant Loads ◽  
Significant Difference ◽  
Local Roads ◽  
Polycyclic Aromatic

Sustainable drainage (SuDs) is an established method for managing runoff from developments, and source control is part of accepted design philosophy. However, there are limited studies into the contribution source control makes to pollutant removal, especially for roads. This study examines organic pollutants, total petroleum hydrocarbons (TPH) and polycyclic aromatic hydrocarbons (PAHs), in paired source and non-source control full-scale SuDs systems. Sites were selected to cover local roads, trunk roads and housing developments, with a range of SuDs, including porous asphalt, swales, detention basins and ponds. Soil and water samples were taken bi-monthly over 12 months to assess pollutant loads. Results show first flush patterns in storm events for solids, but not for TPH. The patterns of removal for specific PAHs were also different, reflecting varying physico-chemical properties. The potential of trunk roads for pollution was illustrated by peak runoff for TPH of > 17,000 μg/l. Overall there was no significant difference between pollutant loads from source and non-source control systems, but the dynamic nature of runoff means that longer-term data are required. The outcomes of this project will increase understanding of organic pollutants behaviour in SuDs. This will provide design guidance about the most appropriate systems for treating these pollutants.

Hydraulic and treatment performance of pervious pavements under variable drying and wetting regimes

2011 ◽  
Vol 64 (8) ◽  
pp. 1692-1699 ◽  
Author(s):  
C. F. Yong ◽  
A. Deletic ◽  
T. D. Fletcher ◽  
M. R. Grace
Keyword(s):  
Suspended Solids ◽  
High Flow ◽  
Pollutant Removal ◽  
Low Flow ◽  
Storm Event ◽  
Stormwater Treatment ◽  
Storm Events ◽  
Treatment Technology ◽  
Porous Asphalt ◽  
Treatment Performance

Pervious pavements are an effective stormwater treatment technology. However, their performance under variable drying and wetting conditions have yet to be tested, particularly under a continuous time scale. This paper reports on the clogging behaviour and pollutant removal efficiency of three pervious pavement types over 26 accelerated years. These pavements were monolithic porous asphalt (PA), Permapave (PP) and modular Hydrapave (HP). Over a cycle of 13 days, the period of which was equivalent to the average annual Brisbane, Australia rainfall (1,200 mm), the pavements were randomly dosed with four different flows. Drying events of 3 h duration were simulated during each flow. Inflow and outflow samples were collected and analysed for Total Suspended Solids (TSS), Total Phosphorus (TP) and Total Nitrogen (TN). To evaluate the rate of clogging, a 1 in 5 year Brisbane storm event was simulated in the 6th, 8th, 12th, 16th, 20th and 24th week. Under normal dosing conditions, none of the pavements showed signs of clogging even after 15 years. However, under storm conditions, both PA and HP started to clog after 12 years, while PP showed no signs of clogging after 26 years. The drying and various flow events showed no effects in TSS removal, with all systems achieving a removal of approximately 100%. The average TP removal was 20% for all flows except for low flow, which had a significant amount of leaching over time. Leaching from TN was also observed during all flows except high flow. The TSS, TP and TN results observed during storm events were similar to that of high flow.

Field test of best management practice pollutant removal efficiencies in Shenzhen, China

2009 ◽  
Vol 3 (3) ◽  
pp. 354-363 ◽  
Author(s):  
Ru Zhang ◽  
Wenbin Zhou ◽  
Richard Field ◽  
Anthony Tafuri ◽  
Shaw L. Yu ◽  
...  
Keyword(s):  
Field Test ◽  
Management Practice ◽  
Best Management Practice ◽  
Pollutant Removal ◽  
Best Management ◽  
Removal Efficiencies

The Removal of Urban Pollutants by Constructed Wetlands During Wet Weather

1999 ◽  
Vol 40 (3) ◽  
pp. 333-340 ◽  
Author(s):  
L. N. L. Scholes ◽  
R. B. E. Shutes ◽  
D. M. Revitt ◽  
D. Purchase ◽  
M. Forshaw
Keyword(s):  
Suspended Solids ◽  
Metal Removal ◽  
Typha Latifolia ◽  
Urban Runoff ◽  
Pollutant Removal ◽  
Storm Events ◽  
Mean Values ◽  
Wetland Treatment ◽  
Removal Efficiencies ◽  
Environment Agency

The Environment Agency for England and Wales has developed urban runoff treatment wetlands at two selected sites in Outer London. The systems were monitored for a range of determinands including heavy metals, suspended solids and BOD. Initial analysis of the data indicates that during dry weather, removal efficiencies vary greatly. However, during storm events removal efficiencies are higher with mean values of 71% for Zn, 72% for Cd, 69% for Pb, 66% for Cu, 34% for Ni and 81% for Cr at the Dagenham wetland. Mean removal efficiencies of 20% for Cd, 40% for Pb, 36% for Cu, 34% for Ni and 38% for Cr were monitored during storm conditions at the Brentwood wetland, but an overall increase in Zn was measured. Removal of BOD was greater at both sites during storm events with mean removal efficiencies of 24% and 29% at Dagenham and Brentwood, respectively. Suspended solids are reduced on passing through both wetlands during dry weather, but, during storm events there is an overall increase. The metal removal capability of microorganisms isolated from the rhizosphere of Typha latifolia and Phragmites australis is being investigated. Laboratory experiments are assessing the efficiency of two metal tolerant strains to accumulate Pb and Zn. It is believed that this ability may prove to be an important year-round pollutant removal process in the treatment of urban runoff by constructed wetland treatment systems, and preliminary data are presented.

Performance comparison between infiltration and non-infiltration type of structural stormwater treatment systems

2012 ◽  
Vol 66 (2) ◽  
pp. 363-369 ◽  
Author(s):  
Marla C. Maniquiz ◽  
Jiyeon Choi ◽  
Soyoung Lee ◽  
Lee-Hyung Kim
Keyword(s):  
Management Practice ◽  
Performance Comparison ◽  
Pollutant Removal ◽  
Stormwater Treatment ◽  
Storm Events ◽  
University Campus ◽  
Total Rainfall ◽  
Runoff Reduction ◽  
Rainfall Depth ◽  
Positive Correlations

The study was constructed to monitor representative inflow and outflow from infiltration and non-infiltration type best management practice (BMP) sites developed at a university campus, allowing the determination of overall performance efficiency in terms of runoff reduction and pollutant removal. Based on the monitored storm events, the runoff and discharged volume and flow rates exhibited high positive correlations with total rainfall depth (p<0.001). Findings revealed that as the total rainfall increases, the amount of volume reduction and pollutant removal decreases for both types of BMP. Infiltration BMP showed a higher ability in treatment performance especially during small storm events than non-infiltration type; however, the differences were not significant. Pollutant removal rates of infiltration type were in the range of 70–90% while between 35 and 80% for the non-infiltration type for storm events with less than 10 mm rainfall depth. Average volume reductions were 71 ± 33% and 32 ± 32% for the infiltration and non-infiltration type, respectively. The ratio of the discharge volume was significantly greater than the ratio of discharge pollutant load indicating a high potential for water quality improvement. Design recommendations were provided considering sizing and cost for on-site application of similar BMP designs in the future.

Field Test of Pollutant Removal Efficiencies of Storm Wetlands in Southern China

2012 ◽  
Vol 600 ◽  
pp. 43-46
Author(s):  
Ru Zhang ◽  
Kai Bin Feng ◽  
Jie Yang
Keyword(s):  
Best Management Practices ◽  
Management Practices ◽  
Southern China ◽  
Oxygen Demand ◽  
Ammonia Nitrogen ◽  
Pollutant Removal ◽  
Storm Events ◽  
Event Mean Concentration ◽  
Wide Range ◽  
Removal Efficiencies

This paper presents a study on the use of wetland as best management practices (BMPs) for controlling nonpoint source pollution located at Shenzhen and Qian Lake watershed at Nanchang in southern China. The Shenzhen experiments tested a construct wetland at the Xikeng Reservoir watershed, while the Nanchang experiments were conducted for treating stormwater on the campus of Nanchang University. Samples were collected during storm events and were analyzed for total suspended solids (TSS), biochemical oxygen demand (BOD5), ammonia nitrogen (NH3–N), and total phosphorus (TP). The removal efficiencies of both wetland systems were evaluated using the Efficiency Ratio (ER) method based on the event mean concentration (EMC) data. The wide range of performance results show that the average pollutants removal efficiencies of Qian Lake wetland are higher that Shenzhen wetland.

scholarly journals Compost Biofilters For Highway Stormwater Runoff Treatment

2010 ◽  
Vol 45 (4) ◽  
pp. 391-402 ◽  
Author(s):  
Karen Finney ◽  
Bahram Gharabaghi ◽  
Ed McBean ◽  
Ramesh Rudra ◽  
Glenn MacMillan
Keyword(s):  
Water Quality ◽  
Stormwater Management ◽  
Stormwater Runoff ◽  
Pollutant Removal ◽  
Storm Events ◽  
Highway Runoff ◽  
Quality Guidelines ◽  
Polycyclic Aromatic ◽  
Average Annual Daily Traffic ◽  
Bodies Of Water

Abstract Stormwater runoff containing pollutants deposited on highways from vehicular traffic and urban activities has been identified as a serious threat to aquatic habitats. Although many urban stormwater management technologies serve to reduce the concentrations of pollutants from being transported to larger bodies of water, these stormwater management installations do not always meet the provincial water quality guidelines. In summer 2007, a compost biofilter was installed in a ditch near Highway 8 in Kitchener, Ontario and monitored for 18 storm events spanned over two years for both flow rate and water quality. The main objectives of the study were to determine highway runoff quality and biofilter pollutant removal efficiency. This study shows that the key factors that affect the build-up of the pollutants on a highway are the average annual daily traffic (AADT) and the antecedent dry days (ADD), and the main factors that affect the wash-off of pollutants, include total rainfall depth and rainfall intensity. Before filtration, highway runoff contaminant levels often exceeded the Ontario Provincial Water Quality Objectives (PWQO). However, the biofilter reduced the total suspended solids, zinc, copper and polycyclic aromatic hydrocarbons by 42, 32, 29, and 66%.

Field-Scale Studies of Subsurface Flow Constructed Wetlands for Stormwater Quality Enhancement

1997 ◽  
Vol 32 (1) ◽  
pp. 101-118 ◽  
Author(s):  
Q.J. ROCHFORT ◽  
W.E. Watt ◽  
J. Marsalek ◽  
B.C. Anderson ◽  
A.A. Crowder
Keyword(s):  
Organic Carbon ◽  
Constructed Wetlands ◽  
Suspended Solids ◽  
Nutrient Loading ◽  
Subsurface Flow ◽  
Reaction Rates ◽  
Pollutant Removal ◽  
Order Kinetic ◽  
Dissolved Metals ◽  
Subsurface Flow Constructed Wetlands

Abstract Two subsurface flow constructed wetlands were tested for pollutant removal performance in conjunction with an on-line stormwater detention pond, in Kingston Township, Ontario. The 4.9 m2 wetland cells were filled with 9 mm limestone gravel, and planted with cattail, common reed and spike rush. Changes in nutrient (total organic carbon, PO43- and NH4+), suspended solids and metal (Cu, Pb, Zn) concentrations were used to assess performance. Contaminant removal occurred through a combination of physical, chemical and biological means. As with any biological system, variation in performance of stormwater wetlands can be expected to occur as a result of fluctuations in contaminant loading, contact time and ambient environmental conditions. Storm pond effluent was delivered in continuous flow through the wetlands (during baseflow and event conditions), with a detention time of 1 to 3 days. The wetlands were able to maintain removal rates of up to 39% for orthophosphate even during the more severe conditions of fall dieback. Average removal of suspended solids (46%) and dissolved metals (Cu 50%) remained similar throughout all tests. Organic carbon was reduced by less than 10% during these tests. Low nutrient levels in the pond effluent were supplemented by spiking with sources of carbon, nitrogen and phosphorus during pulsed loading conditions. Daily sampling produced a time series, which illustrated the rates of decline in concentration of nutrients. First order kinetic assimilation rates ranged from 1.7 d-1 for NH4002B to 0.12 d-1 for organic carbon, which were noticeably lower when compared with municipal and industrial wastewater treatment rates. Three methods of sizing stormwater wetlands (impervious surface area, volumetric load and kinetic reaction rates) were compared using the same design storm and data from this study. From this comparison it was seen that the kinetic sizing approach proved to be the most versatile, and allowed for adaptation to northern climatic conditions and anticipated nutrient loading.

Strategic Planning in Emergency Management: Evaluating the Impacts on Local Program Quality

2020 ◽  
Vol 17 (3) ◽  
Author(s):  
Scott Robert Manning
Keyword(s):  
Strategic Planning ◽  
Emergency Management ◽  
Survey Design ◽  
Management Practice ◽  
The United States ◽  
Program Quality ◽  
County Level ◽  
Cross Sectional Survey ◽  
Cross Sectional ◽  
Local Program

AbstractThis study examined the strategic planning practices of county-level emergency management agencies (EMAs), with a specific focus on strategic planning adoption and its relationship to local program quality. The study utilized a descriptive, cross-sectional survey design to collect planning- and program-related data from more than 300 county-level EMAs across the United States. The study findings revealed that most of the county EMAs included in the final sample had previously engaged in strategic planning activities, with nearly all of them continuing to use strategic planning as part of their general management practice. The study findings further revealed that strategic planning had a direct and significant impact on the overall quality of local emergency management programs, and that the strategic planning EMAs had significantly higher mean quality scores across all program dimensions when compared to the non-strategic planning EMAs.

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