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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2012. Winter Design Storm Factor Determination for Airports. Washington, DC: The National Academies Press. doi: 10.17226/22693.
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Page 45

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45 ACI-North America. 2010. Final Air Traffic Report. Available at http:// aci-na.org/content/airport-traffic-reports. Camp Dresser & McKee. 2004. “Deicing Pad System, Phase 3A—Plant Design, ACAA Project 19A1-04, Design Capture Volume.” Camp Dresser & McKee. 1998. Deicing Study Final Report. November. CDM. 2007a. Model Inputs and Assumptions. Port of Portland. CDM. 2007b. Comparison of Design Storm Approaches. Port of Portland. CDM. 2008a. Portland International Airport Deicing Facility Enhance- ment Project: Schematic Design Report. Port of Portland. CDM. 2008b. Design Condition. Port of Portland. CH2M HILL. 2002. “Stormwater Basis of Design Meeting with DEQ.” Fourth Runway and Associated Taxiways, Project Team Meeting Notes. Reported by Laurens Van der Tak. CH2M HILL, Gresham, Smith and Partners, and Barnes & Thornburg LLP. 2009. ACRP Report 14: Deicing Planning Guidelines and Prac- tices for Stormwater Management Systems. Transportation Research Board of the National Academies, Washington, D.C. http://online pubs.trb.org/onlinepubs/acrp/acrp_rpt_014.pdf. Cooper, P., and B. Green. 1998. “United Kingdom.” In Constructed Wetlands for Wastewater Treatment in Europe. J. Vymazal, H. Brix, P. Cooper, M. Green, and R. Haberl, eds. Backhuis Publishers, Leiden. FAA (Federal Aviation Administration). 2006. “Surface Drainage Design.” Advisory Circular AC 150/5320-5C. Available at http:// www.faa.gov/airports/resources/advisory_circulars/index.cfm/go/ document.current/documentNumber/150_5320-5. Green, M., E. Friedler, Y. Ruskol, and I. Safrai. 1997. “Investigation of Alternative Method for Nitrification in Constructed Wetlands.” Water. Sci. Technol., Vol. 35, No. 5, pp. 63–70. Gresham, Smith and Partners. 2009. “Glycol Collection and Treatment System Study.” Kadlec, R. H. 2000. “Vertical Flow Wetlands.” Unpublished manuscript. NOAA (National Atmospheric and Oceanic Administration). 2004–2011. Atlas 14: Precipitation-Frequency Atlas of the United States. NWS (National Weather Service Forecast Office). 2011a. “Washington Dulles Unique Local Climate Data.” http://www.nws.noaa.gov/ climate/local_data.php?wfo=lwx. Accessed Dec. 19, 2011. NWS (National Weather Service). 2011b. “Portland Airport, Oregon: Normals, Means, and Extremes.” http:/www.wrh.noaa.govpqr/ climate/pdx_clisummary.php. Accessed Dec. 12, 2011. Ohio Environmental Protection Agency. 2011. Authorization to Dis- charge Under the National Pollutant Discharge Elimination System issued to the Columbus Regional Airport Authority. Platzer, C. 1999. “Design Recommendations for Subsurface Flow Con- structed Wetlands for Nitrification and Denitrification.” Water. Sci. Technol., Vol. 40, No. 3, pp. 257–264. Port of Portland. 2010. “Portland International Airport Deicing Enhance- ment.” http://www.portofportland.comPDX_Deicing_Home.aspx. SEWRPC (Southeastern Wisconsin Regional Planning Commission). 2000. Rainfall Frequency in the Southeastern Wisconsin Region. Technical Report No. 40. U.S. Environmental Protection Agency (EPA). 1994. Combined Sewer Overflow (CSO) Control Policy, FR 94 9295 18688. Van der Tak, L. et al. 2005. “Biological Treatment of De-Icing Agents and Stormwater for Runway 1L-19R and Associated Taxiways, Washington Dulles International Airport.” Proceedings of the Water Environment Federation. WEFTEC 2005: Session 31 through Session 40, pp. 3109–3123(15). References

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TRB’s Airport Cooperative Research Program (ACRP) Report 81: Winter Design Storm Factor Determination for Airports identifies the relevant factors in defining a winter design storm for use in sizing airport deicing runoff management systems and components.

The guidebook also provides a decision support tool for identifying an appropriate winter design storm for an airport-specific project; a review of regulations as they pertain to deicing runoff; and suggestions for target levels of service, including the acceptable level of risk of the designed system not meeting performance standards.

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