Occurrence and phase distribution of polycyclic aromatic hydrocarbons in urban storm-water runoff

2000 ◽  
Vol 42 (3-4) ◽  
pp. 383-388 ◽  
Author(s):  
J.A. Smith ◽  
M. Sievers ◽  
S. Huang ◽  
S.L. Yu

A total of 42 storm-water overland-flow samples were collected from four sampling sites (a highway off-ramp, a gas station, and a low- and high-traffic-volume parking lot). For each sample, the suspended-sediment and water phases were separated and analyzed for 16 polycyclic aromatic hydrocarbons (PAHs). The gas station site produced the highest total PAH loading (2.24 g/yr/m2), followed by the high-traffic-volume parking lot (5.56 X 10-2 g/yr/m2), the highway off-ramp (5.20 × 10-2 g/yr/m2), and the low-traffic-volume parking lot (3.23 × 10-2 g/yr/m2). In several samples, one or more PAHs were detected in the aqueous phase at concentrations above its aqueous solubility. This result suggests the presence of colloidal-size particles capable of sorbing PAHs to an appreciable extent, or the presence of an oil-and-grease microemulsion. Based on rainfall and PAH data from seven discrete storm events, PAH concentrations were usually highest during the “first flush” of storm-water runoff and tapered off rapidly as time progressed. It is apparent from these analyses that storm-water runoff from parking lots, highways, and gas stations is a significant source of PAHs to the environment. Because some of the PAHs are carcinogens or suspected carcinogens, best management practices such as oil/grit separators should be implemented at “hot spots” in urban areas to mitigate potential PAH pollution.

Estuaries ◽  
2002 ◽  
Vol 25 (2) ◽  
pp. 165-176 ◽  
Author(s):  
Charles A. Menzie ◽  
Susanne S. Hoeppner ◽  
Jerome J. Cura ◽  
Jonathan S. Freshman ◽  
Elizabeth N. LaFrey

2005 ◽  
Vol 39 (15) ◽  
pp. 5560-5566 ◽  
Author(s):  
Barbara J. Mahler ◽  
Peter C. Van Metre ◽  
Thomas J. Bashara ◽  
Jennifer T. Wilson ◽  
David A. Johns

2018 ◽  
Vol 73 ◽  
pp. 05016 ◽  
Author(s):  
Suripin Suripin ◽  
Sachro Sri Sangkawati ◽  
Samto Atmojo Pranoto ◽  
Edhisono Sutarto ◽  
Budieny Hary ◽  
...  

Increased urbanization has an impact on increased impervious surface, consequently the urban drainage system becomes gradually overloaded, with frequent spills and inundate urban areas. Upgrade or re-design the existing drainage system is not an effective solution because it does not address the source of the problem. It is necessary strategies for urbanization reduction of storm-water runoff. These strategies are aimed to reduce storm-water runoff mainly through water infiltration. One of the strategies is to develop permeable pavement. This study is aimed to test the capacity of permeable pavement through the development of full scale physical models in the parking lot. The results show that proposed permeable pavement are able to significantly reduce volume and peak discharge of storm-water runoff, delay the start of runoff and slow the peak discharge. The application of this proposed permeable pavement in the urban area is strongly recommended to reduce drainage load as well as to increase groundwater recharge.


2006 ◽  
Vol 40 (11) ◽  
pp. 3659-3661 ◽  
Author(s):  
Barbara J. Mahler ◽  
Peter C. Van Metre ◽  
Jennifer T. Wilson ◽  
Thomas J. Bashara ◽  
David A. Johns

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