Page 440 - Planning and Design of Airports

380 Airp o r t D e sign

FIGURE 9-16 Design example for fi lter materials (Corps of Engineers).

References

1. Surface Drainage Design, Advisory Circular AC 150/5320-5C, Federal Aviation
Administration, Washington, 2006.
2. Airport Drainage, Advisory Circular AC 150/5320-5B, Federal Aviation
Administration, Washington, 1970.
3. Conduits, Culverts, and Pipes, Engineering Manual EM 1110-2-2902, Department
of the Army, Washington, 1969.
4. “Design of Drainage Facilities for Military Airfields,” G. A. Hathaway,
Transactions, American Society of Civil Engineers, New York, 1949.
5. Drainage and Erosion Control—Drainage for Areas Other than Airfields, Tech.
Manual TM 5-820-4, Department of the Army, Washington, 1965.
6. Drainage and Erosion Control—Structures for Airfields and Heliports, Tech. Manual
TM 5-820-3, Department of the Army, Washington, 1965.
7. Drainage and Erosion Control—Subsurface Drainage Facilities for Airfield Pavements,
Tech. Manual TM 5-820-2, Department of the Army, and Air Force Manual AFM
88-5, Department of the Air Force, Washington, 1979.
8. Drainage and Erosion Control—Surface Drainage Facilities for Airfields and Heliports,
Tech. Manual TM 5-820-1, Department of the Army, and Air Force Manual AFM
88-5, Washington, 1987.
9. Drainage of Asphalt Pavement Structures, Manual Series MS-15, The Asphalt
Institute, College Park, Md., 1984.
10. Filter Experiments and Design Criteria, Tech. Memo 3-360, U.S. Army Corps of
Engineers, Waterways Experiment Station, Vicksburg, Miss., 1953.
11. On-Site Stormwater Management: Applications for Landscape and Engineering, B.
Ferguson and T. H. Debo, 2d ed., Van Nostrand and Reinhold, New York,
1990.
12. “Pavement Subsurface Drainage Systems,” H. H. Ridgeway, Synthesis of
Highway Practice, No. 96, Transportation Research Board, Washington, 1982.