REFERENCES

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CHARLOTTE-MECKLENBURG STORM WATER DESIGN MANUAL

REFERENCES

CHAPTER 2 - HYDROLOGY

Federal Highway Administration, 1987. Hydrain Documentation.

U.S. Department of Agriculture, Soil Conservation Service, Engineering Division, 1986. Urban

Hydrology for small watersheds. Technical release 55.

U.S. Department of Transportation, Federal Highway Administration, 1984. Hydrology.

Hydraulic Engineering Circular No. 19.

Overton, D. E. and M. E. Meadows, 1976. Storm water modeling. Academic Press. New York,

NY, pp. 58-88.

Water Resources Council Bulletin 17B, 1981. Guidelines for determining flood flow frequency.

Wright-McLaughkin Engineers, 1969. Urban storm drainage criteria manual, Vol. I and II.

Prepared for the Denver Regional Council of Governments, Denver, CO.

U.S. Department of Agriculture, Soil Conservation Service, Engineering Division, 1972. National

Engineering Handbook, Section 4 Hydrology.

Malcolm, H. Rooney, “Elements of Urban Stormwater Design”, North Carolina State University

CHAPTER 3 – OPEN CHANNEL HYDRAULICS

Chow, V. T., ed. 1959. Open Channel Hydraulics . McGraw Hill Book Co., New York.

French, R. H., 1959. Open Channel Hydraulics . McGraw Hill Book Co., New York.

Federal Highway Administration, 1989. Bridge Waterways Analysis Model (WSPRO), Users

Manual, FHWA IP-89-027.

Harza Engineering Company, 1972. Storm Drainage Design Manual. Prepared for the Erie and

Niagara Counties Regional Planning Board. Harza Engineering Company, Grand Island, NY.

Maynord, S. T., 1987. Stable Riprap Size for Open Channel Flows. Ph.D. Dissertation, Colorado

State University, Fort Collins, CO.

Morris, J. R., 1984. A Method of Estimating Floodway Setback Limits in Areas of Approximate

Study. In Proceedings of 1984 International Symposium on Urban Hydrology, Hydraulics and

Sediment Control . Lexington, KY: University of Kentucky.

Peterska, A. J., 1978 Hydraulic Design of Stillings Basins and Energy Dissipators, Engineering nomograph No. 25, U. S. Department of Interior, Bureau of Reclamation, Washington, D.C.

Reese. A. J., 1984, Riprap Sizing, Four Methods, In Processing of ASCE Conference on Water for Resource Development, Hydraulics Division, ASCE , David L. Schreiber, ed.

Reese, A. J., 1988, Nomographic Riprap Design , Miscellaneous Paper HL 88-2. Vicksburg,

Mississippi: U.S. Army Engineers, Waterways Experiment Section.

U.S. Department of Transportation, Federal Highway Administration, 1973, Design Charts for

Open Channel Flow , Hydraulic Design Series No. 3 Washington, D.C.

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REFERENCES

U.S. Department of Transportation, Federal Highway Administration, 1983, Hydraulic Design of

Energy Dissipators for Culverts and Channels, Hydraulic Engineering Circular No. 14,

Washington, D.C.

U.S. Department of Transportation, Federal Highway Administration, 1984. Guide for Selecting

Manning’s Roughness Coefficients For Natural Channels and Flood Plains , FHWA-TS-84_204,

Washington, D.C

U.S. Department of Transportation, Federal Highway Administration, 1986. Design of Stable

Channels with Flexible Linings . Hydraulic Engineering Circular No. 15. Washington, D.C.

Wright-McLaughlin Engineers, 1969, Urban Drainage Criteria Manual , Vol. 2, Prepared for the

Denver Regional Council of Governments. Wright-McLaughlin Engineers, Denver, CO.

North Carolina Department of Natural Resources and Community Development, 1988. Erosion and Sediment Control Planning and Design Manual. www.dlr.enr.state.nc.us/images/Sediment_design_manual_June2006/ChapterEight_20070419.

PDF, page 599 www.dlr.enr.state.nc.us/images/Sediment_design_manual_June2006/ChapterEight_20070419.

PDF, page 607 www.dlr.enr.state.nc.us/images/Sediment_design_manual_June2006/ChapterEight_20070419.

PDF, page 608

Georgia Stormwater Management Manual, Volume 2, 4.4-23

Nashville Storm Water Management Manual, 1988

CHAPTER 4 – STORM DRAINAGE SYSTEMS

U.S. Department of Transportation, Federal Highway Administration, 1984. Drainage of

Highway Pavements. Hydraulic Engineering Circular No. 12. www.lincoln.ne.gov/city/pworks/watrshed/require/drainage/pdf/chapt32.pdf www.ct.gov/dot/lib/dot/documents/ddrainage/11.12.pdf

CHAPTER 5 – DESIGN OF CULVERTS

American Association of State Highway and Transportation Officials, 1982. Highway Drainage

Guidelines.

Federal High Administration, 1978. Hydraulics of Bridge Waterways. Hydraulic Design Series

No. 1.

Federal Highway Administration, 1985. Hydraulic Design of Highway Culverts. Hydraulic

Design Series No. 5.

Federal Highway Administration, 1971. Debris-Control Structures. Hydraulic Engineering

Circular No. 9.

Federal Highway Administration, 1987. HY8 Culvert Analysis Microcomputer Program

Applications Guide. Hydraulic Microcomputer Program HY8.

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CHARLOTTE-MECKLENBURG STORM WATER DESIGN MANUAL

HYDRAIN Culvert Computer Program (HY8). Available from McTrans Software, University of

Florida, 512 Weil Hall, Gainesville, FL 32611.

U.S. Department of Interior, 1983. Design of small canal structures. www.lincoln.ne.gov/city/pworks/watrshed/require/drainage/pdf/chapt4.pdf http://isddc.dot.gov/OLPFiles/FHWA/012545.pdf www.deldot.gov/information/pubs_forms/manuals/road_design/pdf/supp_figures_chap_6.pdf, page 23 www.deldot.gov/information/pubs_forms/manuals/road_design/pdf/supp_figures_chap_6.pdf, page 24 www.ct.gov/dot/lib/dot/documents/ddrainage/8.C.pdf, Appendix C http://epg.modot.org/files/9/96/750.2_Critical_Depth_for_Circular_Pipe.pdf http://Michigan.gov/documents/deq/lwm-smg-e_202862_7.pdf, page 2 www.fhwa.dot.gov/engineering/hydraulics/pubs/hec/hec13.pdf www.lincoln.ne.gov/city/pworks/watrshed/require/drainage/pdf/chapt4.pdf www.extranet.vdot.state.va.us/locdes/drainage/drain-manual-app-08.pdf

Source: ftp://ftp-fc.sc.egov.usda.gov/IL/engineer/supplements/3-94.5.pdf www.deldot.gov/information/pubs_forms/manuals/road_design/pdf/supp_figures_chap6.pdf

CHAPTER 6 – STORAGE AND DETENTION

Brater, E. F. and H. W. King, 1976. Handbook of Hydraulics . 6 th

edition. New York: McGraw

Hill Book Company.

Chow, C. N., 1959. Open Channel Hydraulics . New York: McGraw Hill Book Company.

Engineering Design Handbook , June 1986. Chapel Hill, NC. Debo & Associates, Inc.

Sandvik, A., March 1985, Proportional Weirs for Stormwater Pond Outlets. Civil Engineering

ASCE , pp. 54-56.

Sowers, G. B. and G. F. Sowers, 1970. Introductory Soil Mechanics and Foundations . 3 rd

ed.

New York: MacMillan Publishing Company.

Spangler, M. G. and R. L. Handy, 1982. Soil Engineering . 4 th

ed. New York: Harper & Row.

Stormwater Management Manual – Volume 2 Procedures . July 1988. Metropolitan Government of Nashville and Davidson County. The Edge Group, Inc. CH2M Hill.

Malcolm, H. Rooney, Elements of Urban Stormwater Design, North Carolina State University.

Horn, D. R., 1987, Graphic Estimation of Peak Flow Reduction in Reservoirs , J. of Hydraulic

Engineering, ASCE, Vol. 113, No. 11, pp. 1441-1450. www.lincoln.ne.gov/city/pworks/watrshed/require/drainage/pdf/chapt6.pdf

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REFERENCES www.georgiastormwater.com/vol2/2-3.pdf

CHAPTER 7 – ENERGY DISSIPATION

www.dlr.enr.state.nc.us/images/Sediment_design_manual_June2006/ChapterEight www.dlr.enr.state.nc.us/images/Sediment_design_manual_June2006/ChapterEight www.lincoln.ne.gov/city/pworks/watershed/require/drainage/pdf/Chapt.7.pdf

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