Water quality and hydrologic performance of a porous asphalt pavement as a storm-water treatment strategy in a cold climate

Journal of Environmental Engineering (United States)

Volumn 138, Issue 1, 2012, Pages 81-89

  Roseen, Robert M ^a,b   Ballestero, Thomas P ^a,b   Houle, James J ^a   Briggs, Joshua F ^c   Houle, Kristopher M ^d  

^a UNIVERSITY OF NEW HAMPSHIRE   (United States)

^b Univ of New Hampshire   (United States)

^c GEOSYNTEC CONSULTANTS   (United States)

^d Horsley Witten Group   (United States)

Author keywords

Best management practice; Cold climate; Porous pavements; Runoff; Storm water management

Indexed keywords

BEST MANAGEMENT PRACTICES; COLD CLIMATE; DETECTION LIMITS; FREEZE-THAW EFFECTS; FROST HEAVE; GROUNDWATER DRAINAGE; HYDROLOGIC RESPONSE; IMPERVIOUS COVER; INFILTRATION CAPACITY; LIFE SPAN; LOW IMPACT DEVELOPMENT; MANAGEMENT SYSTEMS; NEW HAMPSHIRE; PARKING LOTS; PEAK FLOWS; PETROLEUM HYDROCARBONS; POROUS ASPHALT PAVEMENT; POROUS PAVEMENT; REDEVELOPMENT PROJECT; REVERSE IMPACT; SHALLOW DEPTHS; STATISTICAL DIFFERENCES; STORMWATERS; SUBFREEZING TEMPERATURES; SURFACE INFILTRATION; TOTAL SUSPENDED SOLIDS; TREATMENT PERFORMANCE;

GROUNDWATER; INFILTRATION; PETROLEUM CHEMISTRY; PHOSPHORUS; POROUS MATERIALS; RESERVOIRS (WATER); RUNOFF; STORMS; WATER MANAGEMENT; WATER QUALITY; WATER TREATMENT;

CHEMICALS REMOVAL (WATER TREATMENT);

ASPHALT; CLIMATE CHANGE; DRAINAGE; FREEZE-THAW CYCLE; FROST; INFILTRATION; PAVEMENT; PERFORMANCE ASSESSMENT; PETROLEUM HYDROCARBON; POROUS MEDIUM; STORMWATER; SUSPENDED LOAD; WATER MANAGEMENT; WATER QUALITY; WATER TREATMENT; ZINC;

NEW HAMPSHIRE; UNITED STATES;

EID: 84868554437     PISSN: 07339372     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EE.1943-7870.0000459     Document Type: Article

References (44)

1. Abbott, C. L., and Comino-Mateos, L. (2003). " In-situ hydraulic performance of a permeable pavement sustainable urban drainage system." Water Environ. J. WEJAAB 1747-6585, 17 (3), 187-190. 10.1111/j.1747-6593.2003. tb00460.x
2. ASTM. (1988). Test method for infiltration rate of soils in field using double-ring infiltrometers, D3385-03, West Conshohocken, PA.
3. Backstrom, M. (2000). " Ground temperature in porous pavement during freezing and thawing." J. Transp. Eng. JTPEDI 0733-947X, 126 (5), 375-381. 10.1061/(ASCE)0733-947X(2000)126:5(375)
4. Backstrom, M., and Bergstrom, A. (2000). " Draining function of porous asphalt during snowmelt and temporary freezing." Can. J. Civ. Eng., 27 (3), 594-598. CJCEB8 0315-1468 10.1139/l99-095
5. Baladès, J. D., Legret, M., and Madiec, H. (1995). " Permeable pavement: Pollution management tools." Water Sci. Technol. WSTED4 0273-1223, 32 (1), 49-56. 10.1016/0273-1223(95)00537-W
6. Bean, E. Z. (2005). " A field study to evaluate permeable pavement surface infiltration rates, runoff quantity, runoff quality, and exfiltrate quality." M.S. thesis, Dept. Biological and Agricultural Engineering, North Carolina State Univ., Raleigh, NC.
7. Boving, T., Stolt, M., and Augenstern, J. (2004). " Investigation of the University of Rhode Island, Kingston, RI, porous pavement parking lot and its impact on subsurface water quality." Proc., 33 Annual Meeting, Int. Association of Hydrologists, Zacatecas, Mexico.
8. Brattebo, B., and Booth, D. B. (2003). " Long-term stormwater quantity and quality performance of permeable pavement systems." Water Res., 37 (18), 4369-4376. WATRAG 0043-1354 10.1016/S0043-1354(03)00410-X
9. Briggs, J. (2006). " Performance assessment of porous asphalt for stormwater treatment." M.S. thesis, Univ. of New Hampshire, Durham, NH.
10. Cahill, T., Adams, M., and Marm, C. (2003). Porous asphalt: The right choice for porous pavements." Hot Mix Asphalt Technol., 26-40.
11. Cahill, T., Adams, M., Marm, C., and Hansen, K. (2004). " Pavements that are storm-water management friendly." Land Development Today, Article 90. 〈 http://www.landdevelopmenttoday.com/Article90.htm 〉.
12. Dempsey, B. A., and Swisher, D. M. (2003). " Evaluation of porous pavement and infiltration in Centre County, PA." World Water & Environmental Resources Congress, ASCE, Reston, VA.
13. Dietz, M. E. (2007). " Low impact development practices: a review of current research and recommendations for future directions." Water Air Soil Pollut., 186 (1-4), 351-363. WAPLAC 0049-6979 10.1007/s11270-007-9484-z
14. Dietz, M. E., and Clausen, J. C. (2008). " Stormwater runoff and export changes with development in a traditional and low impact subdivision." J. Environ. Manage., 87 (4), 560-566. JEVMAW 0301-4797 10.1016/j.jenvman.2007.03.026
15. Dreelin, E. A., Fowler, L., and Carroll, C. R. (2006). " A test of porous pavement effectiveness on clay soils during natural storm events." Water Res., 40 (4), 799-805. WATRAG 0043-1354 10.1016/j.watres.2005.12.002
16. Ferguson, B. K. (2005). Porous pavements, CRC, Boca Raton, FL.
17. Hogland, W., Niemczynowicz, J., and Wajlman, T. (1987). " The unit superstructure during the construction period." Sci. Total Environ., 59, 411-424. STENDL 0048-9697 10.1016/0048-9697(87)90464-5
18. Hood, M. J., and Clausen, J. C. (2007). " Comparison of storm-water lag times for low impact and traditional residential development." J. Am. Water Resour. Assoc., 43 (4), 1036-1046. JWRAF5 1093-474X 10.1111/j.1752-1688. 2007.00085.x
19. Huber, G. (2000). " Performance survey on open-graded friction course mixes." NCHRP Synthesis of Highway Practice 284, Transportation Research Board, Washington, DC.
20. Jackson, N. (2003). " Design, construction and maintenance guide." Porous Asphalt Pavements: Information Series 131, National Asphalt Pavement Association, Lanham, MD.
21. Kandhal, P., and Mallick, R. (1999). " Design of new-generation open-graded friction courses." NCAT Rep. No. 99-3, National Center for Asphalt Technology, Auburn, AL.
22. Legret, M., and Colandini, V. (1999). " Effects of a porous pavement with reservoir structure on runoff water: water quality and fate of heavy metals." Water Sci. Technol., 39 (2), 111-117. WSTED4 0273-1223 10.1016/S0273-1223(99)00014-1
23. Legret, M., Colandini, V., Demare, D., Balades, J. D., and Madiec, H. (1994). " Heavy-metal pollution related to the infiltration of run-off water in a pervious road construction." Environ. Technol., 15 (12), 1183-1191. ENVTEV 0959-3330 10.1080/09593339409385527
24. Legret, M., Colandini, V., and LeMarc, C. (1996). " Effects of a porous pavement with reservoir structure on the quality of runoff water and soil." Sci. Total Environ., 190, 335-340. STENDL 0048-9697 10.1016/0048-9697(96)05228-X
25. Legret, M., Nicollet, M., Miloda, P., Colandini, V., and Raimbault, G. (1999). " Simulation of heavy metal pollution from storm-water infiltration through a porous pavement with reservoir structure." Water Sci. Technol., 39 (2), 119-125. WSTED4 0273-1223 10.1016/S0273-1223(99)00015-3
26. Mays, L. W. (2001). Water resources engineering, Wiley, Hoboken, NJ.
27. National Asphalt Pavement Association (NAPA). (2002). Design, construction, and maintenance of open-graded friction courses, Lanham, MD.
28. National Asphalt Pavement Association (NAPA). (2003). Design, construction, and maintenance guide for porous asphalt pavements, Lanham, MD.
29. National Cooperative Highway Research Program (NCHRP). (2006). Evaluation of best management practices for highway runoff control, Transportation Research Board of the National Academies, Washington DC.
30. Oberts, G. (2003). " Cold climate BMPs: Solving the management puzzle." Water Sci. Technol. WSTED4 0273-1223, 48 (9), 21-32.
31. Pennsylvania Department Of Environmental Protection (PADEP). (2006). Pennsylvania stormwater best management practices manual, Bureau of Watershed Management.
32. Pitt, R. E., Maestre, A., and Morquecho, R. (2004). " The national stormwater quality database (NSQD, version 1.1)." Proc., ASCE World Water Resources Congress, ASCE, Reston, VA.
33. Ricard, J., Tobiasson, W., and Greatorex, A. (1976). The field assembled frost gage, U.S. Army Corps of Engineers Cold Regions Research and Engineering Laboratory (CRREL), Hanover, NH.
34. Roseen, R. M., Ballestero, T. P., Houle, J. J., Avellaneda, P., Wildey, R., and Briggs, J. F. (2006). " Performance evaluations for a range of storm-water LID, conventional structural, and manufactured treatment strategies for parking lot runoff under varied mass loading conditions." Transportation Research Record 1984, Transportation Research Board, Washington, DC.
35. Roseen, R. M., (2009). " Seasonal performance variations for stormwater management systems in cold climate conditions." J. Environ. Eng. JOEEDU 0733-9372, 135 (3), 128-137. 10.1061/(ASCE)0733-9372(2009)135:3(128)
36. Sansalone, J., and Buchberger, S. G. (1996). " Characterization of metals and solids in urban highway winter snow and spring rainfall-runoff." Transportation Research Record 1523, Transportation Research Board, Washington, DC.
37. Sansalone, J. J., and Glenn, D. W. (2002). " Accretion of pollutants in snow exposed to urban traffic and winter storm maintenance activities. I." J. Environ. Eng. JOEEDU 0733-9372, 128 (2), 151-166. 10.1061/(ASCE)0733-9372(2002)128:2(151)
38. Stenmark, C. (1995). " An alternative road construction for stormwater management in cold climates." Water Sci. Technol., 32 (1), 79-84. WSTED4 0273-1223 10.1016/0273-1223(95)00541-T
39. University of New Hampshire Stormwater Center (UNHSC). (2004). " General porous bituminous paving and groundwater infiltration beds." 〈 http://www.unh.edu/erg/cstev/pubs-specs-info.htm 〉 (Mar. 29, 2007).
40. University of New Hampshire Stormwater Center (UNHSC). (2009 a). " UNHSC design specifications for porous asphalt pavement and infiltration beds." 〈 http://www.unh.edu/erg/cstev/pubs-specs-info.htm 〉 (Apr. 14, 2009).
41. University of New Hampshire Stormwater Center (UNHSC). (2009 b). " Winter maintenance guidelines for porous pavements." 〈 http://www.unh.edu/erg/cstev/pubs-specs-info.htm 〉 (Apr. 18, 2009).
42. USEPA. (1983). " Final rep. of the nationwide urban runoff program." USEPA Water Planning Division, Washington, DC.
43. USEPA. (2011). 〈 http://www.epa.gov/ 〉 (Nov. 4, 2011)
44. Zielinski, G. A., and Keim, B. D. (2005). New England weather, New England climate, University of New England, Lebanon, NH.