References for InfoSWMM and InfoSWMM SA

• American Society of Civil Engineers Manuals and Reports on Engineering Practice No. 60 (1982). Gravity Sanitary Sewer Design and Construction. Reston, VA.
• Clark, C.O. (1945). “Storage and the Unit Hydrograph,” Transaction of the ASCE, Vol. 110.
• Espey, W.H., D.G. Altman (1978). “Nomographs for 10-minute Unit Hydrographs for Small Urban Watersheds,” U.S. EPA, Report EPA-600/9-78-035.
• Maidment, D.R. (1993).Handbook of Hydrology. McGraw-Hill, New York, NY.
• Mays, L.W. (2001). Stormwater Collection Systems Design Handbook. McGraw-Hill, New York, NY.
• Metcalf & Eddy, Inc. (1981). Wastewater Engineering: Collection and Pumping of Wastewater.
• G. Tchobanoglous ed.. McGraw Hill, New York, NY.
• Hydrologic Engineering Center (HEC) (2000), Hydrologic Modeling System HEC-HMS – Users Manual, U.S. Army Corps of Engineers, Davis, CA.
• Nicklow, J.W., Boulos, P.F., and Muleta, M. K. (2004). Comprehensive Sewer Collection Systems Analysis Handbook for Engineers and Planners. MWH Soft, Pasadena, CA.
• Rossman, L.A. (2005). Storm Water Management Model User’s Manual. Version 5.0, Environmental Protection Agency, National Risk Management Research Laboratory, Cincinnati, OH.
• Urban Drainage and Flood Control District (2001). Urban Storm Drainage Criteria Manual Volume 1. Denver, CO.
• U.S. Department of Agriculture, Soil Conservation Service (1986). Urban Hydrology for Small Watersheds. Washington, D.C.

SWMM-CAT References

• Aqua Terra Consultants (2011). “Quality Assurance Project Plan – Stormwater Calculator Technical Support.”EPA Contract #EP-C-06-029, Work Assignments #4-38 and 5-38.
• Daly, C., Halbleib, M., Smith, J.I., Gibson, W.P., Doggett, M.K., Taylor, G.H., Curtis, J., and Pasteris, P.P. (2008). “Physiographically sensitive mapping of climatological temperature and precipitation across the conterminous United States”, Int. J. Climatol., Published online in Wiley InterScience (www.interscience.wiley.com) DOI: 10.1002/joc.1688.
• IPCC (Intergovernmental Panel on Climate Change) (2007). Climate Change 2007: Synthesis Report - Summary for Policymakers. Available online at:http://www.ipcc.ch/pdf/assessment-report/ar4/syr/ar4_syr.pdf
• Meehl, G. A., C. Covey,T. Delworth, M. Latif, B. McAvaney, J. F. B. Mitchell, R. J. Stouffer,and K. E. Taylor. (2007). “The WCRP CMIP3 multi-model dataset: A new era in climate change research”, Bulletin of the American Meteorological Society, 88, 1383-1394.
• Neitsch S.L., J.G. Arnold,J.R. Kiniry, and J.R. Williams(2005). “Soil and Water Assessment Tool Theoretical Documentation.” Version 2005, Agricultural Research Service and Texas Agricultural Experiment Station, January 2005.
• U.S. Environmental Protection Agency (EPA) (2012). Climate Resilience Evaluation and Awareness Tool Version 2 Methodology Guide, part of the CREAT Version 2.0 software available at:http://water.epa.gov/infrastructure/watersecurity/climate/creat.cfm

Innovyze H2OCalc References

• Boulos, P.F., Lansey, K.E., and Karney, B.W. (2006). Comprehensive Water Distribution Systems Analysis Handbook for Engineers and Planners. 2nd edition, Innovyze® Inc.. Pasadena, California, USA, 660 p.
• Clark, C.O. (1945). “Storage and the Unit Hydrograph,” Transaction of the ASCE, Vol. 110.
• Espey, W.H., D.G. Altman (1978). “Nomographs for 10-minute Unit Hydrographs for Small Urban Watersheds,” U.S. EPA, Report EPA-600/9-78-035.
• Federal Highway Administration (FHWA) (2001). “Urban Drainage Design Manual,” Hydraulic Engineering Circular NO. 22, 2nd Edition, Publication No. FHWA-NHI-01-021, Washington, DC, USA
• Hydrologic Engineering Center (HEC) (2000), Hydrologic Modeling System HEC-HMS – Users Manual, U.S. Army Corps of Engineers, Davis, CA.
• Lindeburg, M.R. (2003). Civil Engineering Reference Manual for the PE Exam. Professional Publications, Inc., Belmont, California, USA.
• Nicklow, J.W. and Boulos, P.F. (2005). Comprehensive Water and Wastewater Treatment Plant Hydraulics Handbook for Engineers and Operators. Innovyze® Inc.. Pasadena, California, USA, 234 p.
• Nicklow, J.W., Boulos, P.F., and Muleta, M.K. (2004). Comprehensive Sewer Collection Systems Analysis Handbook for Engineers and Planners. Innovyze® Inc.. Pasadena, California, USA, 287 p.
• Nicklow, J.W., Boulos, P.F., and Muleta, M.K. (2006). Comprehensive Urban Hydrologic Modeling Handbook for Engineers and Planners. Innovyze® Inc.. Pasadena, California, USA.
• Normann, J.M., Houghtalen, R.J., and Johnson, W.J. (1985). “Hydraulic Design of Highway Culverts,” HDS No. 5, Federal Highway Administration (FHWA), U.S. Department of Transportation, Norfolk, VA
• Soil Conservation Service (SCS) (1985). National Engineering Handbook. U.S. Department of Agriculture, Washington D.C., USA.
• Swamee, P.K. and Jain, A.K. (1976). “Explicit Equations for Pipe Flow Problems.” Journal of Hydraulic Division, ASCE, 102(5), 657-664.
• Thorley, A.R.D. (2004). Fluid Transients in Pipeline Systems. American Society of Mechanical Engineers, New York. USA.
• Urban Drainage and Flood Control District (2001). Urban Storm Drainage Criteria Manual
• Volume 1. Denver, CO. U.S. Department of Agriculture, Soil Conservation Service (1986). Urban Hydrology for Small
• Watersheds. Washington, D.C.
• Wood, D.J., Lingireddy, S., and Boulos, P.F. (2005). Pressure Wave Analysis of Transient Flow in Pipe Distribution Systems. Innovyze® Inc., Pasadena, California, USA, 213 p.
• Yen, B.C., and Chow, V.T. (1983). “Local Design Storms, Vol. I to III,” Report No. FHWA-RD-82-063 to 065, U.S. Dept. of Transportation, Fed. Highway Administration, Washington, DC, USA.

Additional References the from XP-SWMM Help file (There may be some or many duplicates)

• Adams, B.J. and Howard, C.D.D., “The Pathology of Design Storms,” Publication 85-03, University of Toronto, Dept. of Civil Engineering, Toronto, Ontario, January 1985.
• Alley, W.M., “An Examination of the Storm Water Management Model (SWMM) Surface-Runoff-Quality Algorithms,” Proceedings Storm Water Management Model User’s Group Meeting, January 1980, EPA-600/9-80-017 (NTIS PB80-177876), Environmental Protection Agency, Washington, DC, March 1980, pp. 93-110.
• Alley, W.M., “Estimation of Impervious-Area Washoff Parameters,” Water Resources Research, Vol. 17, No. 4, August 1981, pp. 1161-1166.
• Alley, W.M., Dawdy, D.R. and Schaake, J.C., Jr., “Parametric-Deterministic Urban Watershed Model,” Journal of the Hydraulics Division, ASCE, Vol. 106, No. HY5, May 1980a, pp. 679-690.
• Alley, W.M. and Ellis, S.R., “Rainfall-Runoff Modeling of Flow and Total Nitrogen from Two Localities in the Denver, Colorado Metropolitan Area,” Proceedings Storm Water Management Model User’s Group Meeting, May 1979, EPA- 600/9-79-026 (NTIS PB80-105663), Environmental Protection Agency, Washington, DC, 1979, pp. 362-403.
• Alley, W.M., Ellis, F.W. and Sutherland, R.C., “Toward a More Deterministic Urban Runoff-Quality Model,” International Symposium on Urban Storm Runoff, University of Kentucky, Lexington, KY, July 1980b, pp. 171-182.
• Ambrose, R.B., Vandergrift, S.B. and Wool, T.A., “WASP3, A Hydrodynamic and Water Quality Model — Model Theory, User’s Manual and Programmer’s Guide,” EPA/600/3-86/034, Environmental Protection Agency, Athens, GA, September 1986.
• American National Standards Institute, “American National Standard Programming Language FORTRAN,” ANSI X3.9-1978, New York, NY, 1978.
• American Public Health Association, American Public Works Association, Water Pollution Control Federation, Standard Methods for the Examination of Water and Wastewater, 13th Edition, American Public Health Association, Washington, DC, 1971.
• American Public Works Association, “Water Pollution Aspects of Urban Runoff,” Federal Water Pollution Control Administration, Contract WP-20-15, Washington, DC, 1969.
• American Public Works Association, “Managing Snow Removal and Ice Control Programs,” Special Report No. 42, American Public Works Association, Chicago, IL, 1974.
• American Society of Civil Engineers and Water Pollution Control Federation, Design and Construction of Sanitary and Storm Sewers, Water Pollution Control Federation, Washington, DC, 1969.
• American Society of Heating and Air Conditioning Engineers, Heating, Ventilating, Air Conditioning Guide, New York, NY, Annual Publication (superseded by the American Society of Heating, Refrigerating and Ventilating Engineers Handbook).
• Ammon, D.C., “Urban Stormwater Pollutant Buildup and Washoff Relationships,” Master of Engineering Thesis, Dept. of Environmental Engineering Sciences, University of Florida, Gainesville, FL, 1979.
• Amy, G., Pitt, R., Singh, R., Bradford, W.L. and LaGraff, M.B., “Water Quality Management Planning for Urban Runoff,” EPA-440/9-75-004 (NTIS PB-241689), Environmental Protection Agency, Washington, DC, December 1974.
• Anderson, E.A., “National Weather Service River Forecast System - Snow Accumulation and Ablation Model, NOAA Tech. Memo NWS HYDRO-17, U.S. Department of Commerce, Washington, DC, 1973.
• Anderson, E.A., “A Point Energy and Mass Balance Model of a Snow Cover,” NOAA Tech. Report NWS 19, U.S. Department of Commerce, Washington, DC, February 1976.
• Anderson, E.R., “Energy Budget Studies, Water Loss Investigations: Lake Hefner Studies,” U.S. Geological Survey Professional Paper 269, Washington, DC, 1954.
• Arnell, V., “Rainfall Data for the Design of Sewer Pipe Systems,” Report Series A:8, Chalmers University of Technology, Dept. of Hydraulics, Goteborg, Sweden, 1982.
• AVCO Economic Systems Corporation, “Storm Water Pollution from Urban Land Activity,” EPA 111034FKL07/70 (NTIS PB-19528l), Environmental Protection Agency, Washington, DC, July 1970.
• Baffau, C., Benabdallah, S., Wood, D., Delleur, J., Houck, M. and Wright J. (1987), "Development of An Expert System for the Analysis of Urban Drainage Using SWMM". Water Resources Research Centre, Purdue University, West Lafayett,. Indianna.
• Baker, R.M. and Brazauskas, K.J., “Porting Mainframe-Based Numerical Models to Microcomputers: A Case Study Using the EPA Storm Water Management Model”. Proceedings of Stormwater and Water Quality Model Users Group Meeting, March 24-25, 1986, Orlando, Florida, EPA/600/9-86/023 (NTIS PB87-117438/AS), Environmental Protection Agency, Athens, GA, September 1986, pp. 1-19.
• Barnwell, T.O., Jr., “EPA’s Center for Water Quality Modeling,” Proceedings of the Third International Conference on Urban Storm Drainage, Chalmers University, Goteborg, Sweden, June 1984, Vol. 2, pp. 463-466.
• Barton, C.L. (2001) Flow Through an Abrupt Constriction – 2D Hydrodynamic Model Performance and Influence of Spatial Resolution Thesis submitted as partial fulfillment for Master of Engineering Science, Environmental Engineering, Griffith University, July 2001.
• Bates, B.C. and Pilgrim, D.H. (1986), "Simple Models For Nonlinear Runoff Routing". Civil Engineering Transactions, Institution of Engineers, Australia, Vol. CE28, pp 284-291.
• Bear, et. al. (1968), "Physical Principles of Water Perculation and Seepage". Arid Zone Research XXIX, UNESCO, Paris, France.
• Bear, J., Dynamics of Fluids in Porous Media, Elsevier, New York, 1972.
• Bedient, P.B., Harned, D.A. and Characklis, W.G., “Stormwater Analysis and Prediction in Houston,” Journal of the Environmental Engineering Division, ASCE, Vol. 104, No. EE6, December 1978, pp. 1087-1100.
• Benham, S.A., Rogencamp, G.J. (2003) Application of 2D Flood Models with 1D Drainage Elements Flood Mitigation Conference, Forbes, 2003.
• Bengston, L., “Snowmelt-Generated Runoff in Urban Areas,” in Urban Stormwater Hydraulics and Hydrology, B.C. Yen, ed., Proc. Second International Conference on Urban Storm Drainage, Urbana, IL, Water Resources Publications, Littleton, CO, June 1981, Vol. I, pp. 444-451.
• Benjes, H.H., “Cost Estimating Manual - Combined Sewer Overflow Storage and Treatment,” EPA-600/2-76-286 (NTIS PB-266359), Environmental Protection Agency, Cincinnati, OH, December 1976.
• Betson, R.P., “Bulk Precipitation and Streamflow quality Relationships in an Urban Area,” Water Resources Research, Vol. 14, No. 6, December 1978, pp. 1165-1169.
• Boose, J.H. (1985), "Expertise Transfer for Expert System Design": Elsevier, New York.
• Bouwer, H., Groundwater Hydrology, McGraw-Hill, New York, 1978.
• Brakensiek, D.L. and Onstad, C.A., “Parameter Estimation of the Green-Ampt Equations,” Water Resources Research, Vol. 13, No. 6, December 1977, pp. 1009- 1012.
• Brandstetter, A.B., “Assessment of Mathematical Models for Storm and Combined Sewer Management,” EPA-600/2-76-175a (NTIS PB-259597), Environmental Protection Agency, Cincinnati, OH, August 1977.
• Brater, E.F., “Steps Toward a Better Understanding of Urban Runoff Processes,” Water Resources Research, Volume 4, No. 2, April 1968, pp. 335-347.
• Brezonik, P.L., “Nutrients and Other Biologically Active Substances in Atmospheric Precipitation,” Proceedings Symposium on Atmospheric Contribution to the Chemistry of Lake Waters, International Association Great Lakes Research, September 1975, pp. 166-186.
• Brown, C.B., “Sedimentation Engineering,” Chapter XII in Engineering Hydraulics, Rouse, H., ed., John Wiley and Sons, New York, 1950.
• Butler, S.S., Engineering Hydrology, Prentice-Hall, New York, 1957.
• Camp, T.L. “Sedimentation and the Design of Settling Tanks,” Transactions ASCE, Vol. 111, 1946, pp. 895-936.
• Capece, J.C., Campbell, J.C. and Baldwin, L.B., “Estimating Peak Rates and Volumes from Flat, High-water-table Watersheds,” Paper No. 84-2020, American Society of Agricultural Engineers, St. Joseph, MI, June 1984.
• Carlisle, V.W., Hallmark, C.T., Sodek, F., III, Caldwell, R.E., Hammond, L.C. and Berkheiser, V.E., “Characterization Data for Selected Florida Soils,” Soil Science Research Report No. 81-1, Soil Science Department, University of Florida, Gainesville, June 1981.
• Chan, S. and Bras, R.L., “Urban Storm Water Management: Distribution of Flood Volumes,” Water Resources Research, Vol. 15, No. 2, April 1979, pp. 371-382.
• Charteris, A.B., Syme, W.J. (2001) Urban Flood Modelling and Mapping – 2D or not 2D Conference on Hydraulics in Civil Engineering, Hobart, November 2001.
• Chemical Rubber Company, Handbook of Chemistry and Physics, Weast, R. C., ed., 57th Edition, Chemical Rubber Company, Cleveland, OH, 1976.
• Chen, C., “Flow Resistance in Broad Shallow Grassed Channels,” Journal of the Hydraulics Division, ASCE, Vol. 102, No. HY3, March 1976, pp. 307-322.
• Chen, C.N., “Design of Sediment Retention Basins,” Proceedings National Symposium on Urban Hydrology and Sediment Control, Publication UKY BU109, University of Kentucky, Lexington, July 1975, pp. 285-298.
• Chong, S.K. and Green, R.E. (1979), "Application of Field=Measured Sorptivity for Simplified Infiltration Prediction". Proceedings of the Hydrologic Transport Modelling Symp., December, Louisiana, USA, ASAE Publ. 4-80.
• Chow, V.T., Open-Channel Hydraulics, McGraw-Hill, New York, 1959.
• Chow, V.T. and Yen, B.C., “Urban Stormwater Runoff: Determination of Volumes and Flowrates,” EPA-600/2-76-116 (NTIS PB-253410), Environmental Protection Agency, Cincinnati, OH, May 1976.
• Christensen, B.A., “Hydraulics of Sheet Flow in Wetlands,” Symposium on Inland Waterways for Navigation, Flood Control and Water Diversions, Colorado State University, ASCE, New York, August 1976, pp. 746-759.
• Chu, C.S. and Bowers, C.E., “Computer Programs in Water Resources,” WRRC Bulletin 97, Water Resources Research Center, University of Minnesota, Minneapolis, November 1977.
• Chu, S.T., “Infiltration During an Unsteady Rain,” Water Resources Research, Vol. 14, No. 3, June 1978, pp. 461-466.
• Clapp, R.B. and Hornberger, G.M., “Empirical Equations for Some Soil Properties,” Water Resources Research, Vol. 14, No. 4, August 1978, pp. 601-604.
• Clark, C. O. 1945. Storage and the unit hydrograph. Transactions of the American Society of
• Civil Engineers 110, pp. 1419-1446.
• Colyer, P.J. and Pethick, R.W., “Storm Drainage Design Methods, A Literature Review,” Report No. INT 154, Hydraulics Research Station, Wallingford, Oxon, England, March 1976.
• Corps of Engineers, “Snow Hydrology,” NTIS PB-151660, North Pacific Division, Corps of Engineers, Portland, OR, June 1956.
• Corps of Engineers, “Runoff Evaluation and Streamflow Simulation by Computer,” Tech. Report, North Pacific Division, Corps of Engineers, Portland, OR, 1971.
• Crawford, N.H. and Linsley, R.K., “Digital Simulation in Hydrology: Stanford Watershed Model IV,” Tech. Report No. 39, Civil Engineering Department, Stanford University, Palo Alto, CA, July 1966.
• Croley, T.E., Hydrologic and Hydraulic Computations on Small Programmable Calculators, Iowa Institute of Hydraulic Research, University of Iowa, Iowa City, 1977.
• Crowder, R., van der Leer, D., and Kovacevic, S., “Integrated modeling of sewers, rivers and overland flows,” WAPUG Autumn Conference, Blackpool, UK, November 2006.
• Cunnane, C., “Unbiased Plotting Positions — A Review,” Journal of Hydrology, Vol. 37, 1978, pp. 205-222.
• Dalrymple, R.J., Hodd, S.L. and Morin, D.C., “Physical and Settling Characteristics of Particulates in Storm and Sanitary Wastewaters,” EPA-670/2-75-011 (NTIS PB-242001), Environmental Protection Agency, Cincinnati, OH, April 1975.
• Davis, C.V., Handbook of Applied Hydraulics, Second Edition, McGraw-Hill, New York, 1952.
• Dawdy, D.R. and O’Donnell, T., “Mathematical Models of Catchment Behavior,” Journal of the Hydraulics Division, Proc. ASCE, Vol. 91, No. HY4, July 1965, 123-137.
• Dawdy, D.R., Schaake, J.C., Jr. and Alley, W.M., “User’s Guide for Distributed Routing Rainfall-Runoff Model,” Water-Resources Investigations 78-90, U.S. Geological Survey, NSTL Station, MS, September 1978.
• Digiano, F.A., Adrian, D.D. and Mangarella, P.A., eds., “Short Course Proceedings-Applications of Stormwater Management Models, 1976,” EPA-600/2-77-065 (NTIS PB-265321), Environmental Protection Agency, Cincinnati, OH, March, 1977.
• Diniz, E.V., “Modifications to the Storm Water Management Model and Application to Natural Drainage Systems,” Proceedings International Conference at the University of Southampton, April 1978, Helliwell, P.R., ed., Urban Storm Drainage, Pentech Press, London, 1978, pp. 256-274.
• Di Toro, D.M., “Probability Model of Stream Quality Due to Runoff,” Journal of Environmental Engineering, ASCE, Vol. 110, No. 3, June 1984, pp. 607-628.
• Dobbins, W.E., “Effect of Turbulence on Sedimentation,” Transactions ASCE, Vol. 109, 1944, pp. 629-678.
• Doyle, H.W., Jr., and Miller, J.E., “Calibration of a Distributed Routing- Runoff Model at Four Urban Sites Near Miami, Florida,” Water-Resources Investigations 80-1, U.S. Geological Survey, NSTL Station, MS, February, 1980.
• Donigian, A.S., Jr., Beyerlein, D.C., Davis, H.H., Jr. and Crawford, N.H., “Agricultural Runoff Management Model Version II: Refinement and Testing,” EPA-600/3-77-098, Environmental Protection Agency, Athens, GA, August 1977.
• Donigian, A.S., Jr. and Crawford, N.H., “Modeling Non-point Pollution from the Land Surface,” EPA-600/3-76-083, Environmental Protection Agency, July 1976.
• Downs, W.C., Dobson, J.P. and R.E. Wiles, “The Use of SWMM to Predict Runoff from Natural Watersheds in Florida,” Proceedings of Stormwater and Water Quality Model Users Group Meeting, Orlando, Florida, EPA/600/9-86/023 (NTIS PB87-117438/AS), Environmental Protection Agency, Athens, GA, March 1986, pp. 109-120.
• Driscoll, E.D., in “Benefit Analysis for Combined Sewer Overflow Control,” Seminar Publication, EPA-652/4-79-013, Environmental Protection Agency, Cincinnati, OH, April 1979.
• Driscoll, E.D., “Lognormality of Point and Nonpoint Source Pollutant Concentrations,” Proceedings of Stormwater and Water Quality Model Users Group Meeting, Orlando, Florida, EPA/600/9-86/023 (NTIS PB87-117438/AS), Environmental Protection Agency, Athens, GA, March 1986, pp. 157-176.
• Driscoll, E.D. and Assoc., “Combined Sewer Overflow Analysis Handbook for Use in 201 Facility Planning,” Report to Environmental Protection Agency, Facility Requirements Division, Washington, DC, July 1981.
• Eagleson, P.S., Dynamic Hydrology, McGraw-Hill, New York, 1970.
• Ellis, F.W. and Sutherland, R.C., “An Approach to Urban Pollutant Washoff Modeling,” Proceedings International Symposium on Urban Storm Runoff, University of Kentucky, Lexington, July 1979, pp. 325-340.
• Ellis, S.R., “Hydrologic Data for Urban Storm Runoff from Three Localities in the Denver Metropolitan Area, Colorado,” Open-File Report 78-410, U.S. Geological Survey in cooperation with the Denver Board of Water Commissioners, the Denver Regional Council of Governments and the Urban Drainage and Flood Control District, Lakewood, CO, May 1978.
• Emmett, W.W., “Overland Flow,” Kirkby, M.J., ed., Hillslope Hydrology, John Wiley and Sons, New York, 1978, pp. 145-176.
• Engman, E.T., “Roughness Coefficients for Routing Surface Runoff,” Journal of Irrigation and Drainage Engineering, ASCE, Vol. 112, No. 1, February 1986, pp. 39-53.
• Envirogenics Company, “In-Sewer Fixed Screening of Combined Sewer Overflows,” EPA-11024FKJ10/70 (NTIS PB-213118), Environmental Protection AGency, Cincinnati, OH, November 1970.
• Environmental Protection Agency, “Areawide Assessment Procedures Manual,” Three Volumes, EPA-600/9-76-014, Environmental Protection Agency, Cincinnati, OH, July 1976 et seq.
• Environmental Protection Agency, “Sewer System Evaluation, Rehabilitation, and New Construction — A Manual of Practice,” EPA-600/2-77-017d (NTIS PB-279248), Environmental Protection Agency, Cincinnati, OH, 1977.
• Environmental Protection Agency, “EPA Environmental Data Base and Model Directory,” Information Clearinghouse (PM 211A), Environmental Protection Agency, Washington, DC, July 1983a.
• Environmental Protection Agency, “Results of the Nationwide Urban Runoff Program, Volume I Final Report,” NTIS PB84-185552, Environmental Protection Agency, Washington, DC, December 1983b.
• Fair, M.F., Geyer, J.C. and Okun, D.A., Water and Wastewater Engineering, John Wiley and Sons, Inc., New York, 1968.
• Falk, J. and Niemczynowicz, J., “Characteristics of the Above-Ground Runoff in Sewered Catchments,” Urban Storm Drainage, Proceedings International Conference on Urban Storm Drainage, University of Southampton, April 1978, Helliwell, P.R., ed., Pentech Press, London, 1978, pp. 159-171.
• Farnsworth, R.K. and Thompson, E.S., “Mean Monthly, Seasonal, and Annual Pan Evaporation for the United States,” NOAA Technical Report NWS 34, Office of Hydrology, National Weather Service, Washington, DC, December 1982.
• Fetter, C.W., Jr., Applied Hydrogeology, Charles E. Merrill, Columbus, OH., 1980.
• Field, R., Struzeski, E.J., Jr., Masters, H.E. and Tafuri, A.N., “Water Pollution and Associated Effects from Street Salting,” EPA-R2-73-257 (NTIS PB- 222795), Environmental Protection Agency, Cincinnati, OH, May 1973.
• Fleming, G., Computer Simulation Techniques in Hydrology, American Elsevier Publishing Co., New York, 1975.
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• Geiger, W.F. and Dorsch, H.R., “Quantity-Quality Simulation (QQS): A Detailed Continuous Planning Model for Urban Runoff Control, Volume I, Model Description, Testing and Applications,” EPA-600/2-80-011 (NTIS PB80-190507), Environmental Protection Agency, Cincinnati, OH, March 1980.
• Geiger, W.F., LaBella, S.A. and McDonald, G.C., “Overflow Abatement Alternatives Selected by Combining Continuous and Single Event Simulations,” Proceedings National Symposium on Urban Hydrology, Hydraulics and Sediment Control, University of Kentucky, Lexington, July 1976, pp. 71-79.
• Geyer, J.C. and Lentz, J.J., “An Evaluation of the Problems of Sanitary Sewer System Design,” Department of Sanitary Engineering and Water Resources, Johns Hopkins University, Baltimore, MD, 1963.
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• Heaney, J.P., Huber, W.C., Medina, M.A., Jr., Murphy, M.P., Nix, S.J. and Haasan, S.M., “Nationwide Evaluation of Combined Sewer Overflows and Urban Stormwater Discharges - Vol. II: Cost Assessment and Impacts,” EPA-600/2-77- 064b (NTIS PB-266005), Environmental Protection Agency, Cincinnati, OH, March 1977.
• Heaney, J.P., Huber, W.C. and Nix, S.J., “Storm Water Management Model -Level I: Preliminary Screening Procedures,” EPA-600/2-76-275 (NTIS PB-259916), Environmental Protection Agency, Cincinnati, OH, October 1976.
• Heaney, J.P., Huber, W.C., Sheikh, H., Medina, M.A., Doyle, J.R., Peltz, W.A. and Darling, J.E., “Urban Stormwater Management Modeling and Decision Making,” EPA-670/2-75-022 (NTIS PB-242290), Environmental Protection Agency, Cincinnati, OH, May 1975.
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