SWMM5 - Stormwater Management Model

SWMM 5, Watersheds, Water Quality,Hydrology, Hydraulics - Watersheds

Robert E Dickinson

My References

1.       James, W., W.C. Huber, R.E. Dickinson, R.E. Pitt, R.C. James, L.A. Roesner, and J.A. Aldrich. Water Systems Models: User’s Guide to SWMM, 10th edition. ISBN: 0-9736716-1-0. Computational Hydraulics International. Guelph, Ontario. Oct 2005. 802 pages.

2.      James, W., W.C. Huber, R.E. Dickinson, R.E. Pitt, R.C. James, L.A. Roesner, and J.A. Aldrich. Water Systems Models User’s Guide to SWMM, 9th edition. Computational Hydraulics International. Guelph, Ontario. May 2003. 406 pages.

3.      James, W., W.C. Huber, R.E. Pitt, R.E. Dickinson, and R.C. James. Water Systems Models [1]: Hydrology, User’s guide to SWMM4 RUNOFF and supporting modules and to PCSWMM. ISBN 0-9683681-0-7. Version 2.4. Computational Hydraulics International. Guelph, Ontario, Canada. October 2002. 311 pages.

4.      James, W., W.C. Huber, R.E. Pitt, R.E. Dickinson, L.A. Roesner, J.A. Aldrich, and R.C. James. Water Systems Models [2]: Hydraulics, User’s guide to SWMM4 TRANSPORT, EXTRAN and STORAGE modules and to PCSWMM. ISBN 0-9683681-1-5. Version 2.4. Computational Hydraulics International. Guelph, Ontario, Canada. October 2002. 359 pages.

5.      James, W., Huber, W.C., Pitt, R.E., Dickinson, R.E. and W.R.C. James, Hydrology, A Guide to the Rain, Temperature, Runoff, Combine and Statistics Modules of the USEPA SWMM4, CHI Publications, Guelph, ON, 2002.

6.      James, W., Huber, W.C., Pitt, R.E., Dickinson, R.E., Roesner, L.A., Aldrich, J.A. and W.R.C. James, Hydraulics, A Guide to the Extran, Transport, and Storage Treatment Modules of the USEPA SWMM4, CHI Publications, Guelph, ON, 2002.

7.      Huber, W.C., Rossman, L.A. and R.E. Dickinson, “EPA Storm Water Management Model, SWMM5,” Chapter 14 in Watershed Models, V.P. Singh and D.K. Frevert, eds., CRC Press, Boca Raton, FL, 2006.

8.      James, W., Huber, W.C., Rossman, L.A., Dickinson, R.E., Pitt, R.E., W.R.C. James, W.R.C., Roesner, L.A., and J.A. Aldrich, User’s Guide to SWMM, CHI Publications, Guelph, ON, 2005.

9.      Huber, W.C., Gancarz, D.H. and R.E. Dickinson, “Apple SWMM -- A Possibility?”, Proc. ASCE Engineering Foundation Conf. on Emerging Computer Techniques in Stormwater and Flood Management, Niagara-on-the-Lake, Ontario, November 1983, ASCE, New York, pp. 366-372.

10.   Huber, W.C. and R.E. Dickinson, “SWMM-4,” Proc. of Stormwater and Water Quality Model Users Group Meeting, Denver, Colorado, EPA/600/9-89/001, Environmental Protection Agency, Athens, GA, October 1988, pp. 21-32.*

11.    Dickinson, R.E., Huber, W.C., Rosener, L.A. and J.A. Aldrich, “Advances in SWMM Extran Flow Routing,” in Drainage Models and Quality Issues, Y. Iwasa and T. Sueishi, eds., Proc.Fifth International Conference on Urban Storm Drainage, Osaka University, Osaka, Japan, July 1990, Vol. 1, pp. 287-292.

12.   Huber, W.C. and R.E. Dickinson, “Modeling of Phosphorus Dynamics in Lake Okeechobee, Florida,” in New Technologies in Urban Drainage, UDT’91, C. Maksimovic, ed., Proc. Of Conference at Dubrovnik, Yugoslavia, Elsevier Applied Science, New York, June 1991, pp. 203-215.

13.   Rossman, L.A., Dickinson, R.E., Schade, T., Chan, C., Burgess, E.H. and W.C. Huber, “SWMM 5: The USEPA’s Newest Tool for Urban Drainage Analysis,” Proceedings, 10th International Conference on Urban Drainage, P. Mikkelsen, ed., Copenhagen, Technical University of Denmark, 2005.

14.   Huber, W.C., Heaney J.P., Nix, S.J., Dickinson, R.E. and D.J. Polmann, Storm Water Management Model User’s Manual, Version III, EPA-600/2-84-109a (NTIS PB84-198423), Environmental Protection Agency, Cincinnati, OH, November 1981, 531 pp.

15.   Huber, W.C., Heaney, J.P., Aggidis, D.A., Dickinson, R.E., Smolenyak, K.J. and R.W. Wallace, Urban Rainfall-Runoff-Quality Data Base, EPA-600/2-81-238 (NTIS PB82-221094), Environmental Protection Agency, Cincinnati, OH, July 1982, 507 pp.

16.   Huber, W.C., Brezonik, P.L., Heaney, J.P., Dickinson, R.E., Preston, S.D., Dwornik, D.S. and M.A. DeMaio A Classification of Florida Lakes, Report ENV-05-82-1, Department of Environmental Engineering Sciences, University of Florida, to Florida Department of Environmental Regulation, Tallahassee, (Publication No. 72, Florida Water Resources Research Center, University of Florida, Gainesville), December 1982, 547 pp.

17.   Dickinson, R.E., Brezonik, P.L., Huber, W.C. and J.P. Heaney, Gazetteer of Florida Lakes,Publication No. 63, Florida Water Resources Research Center, University of Florida,Gainesville, August 1982, 196 pp.

18.   Huber, W.C. and R.E. Dickinson, Storm Water Management Model Version 4, User’s Manual, EPA/600/3-88/001a (NTIS PB88-236641/AS), Environmental Protection Agency, Athens, GA, 1988, 569 pp.

19.   Roesner, R.A., Aldrich, J.A. and R.E. Dickinson, "Storm Water Management Model (SWMM), Version 4, User's Manual Part B, EXTRAN Addendum," EPA/600/3-88/001b

20.  Dickinson, R.E., Huber, W.C. and C.E. Pollman, Modeling of Phosphorus Dynamics of Lake Okeechobee, Final Report to South Florida Water Management District, from Dept. of Environmental Engineering Sciences, University of Florida, Gainesville, July 1992, 376 pp.

21.   Heaney, J.P., and R.E. Dickinson.  1982.  Methods for Apportioning the Cost of a Water  Resource Project, Water Resources Research, Vol. 18, No. 3.

22.  Charnes, A., S. Duffuaa, R. Dickinson, and J.P. Heaney. 1989. A Constrained Median Routing Method and the Pecos River Case, Applied Mathematical Modeling.

23.  Dickinson, R.E., Pandorf, W. and Danek, L.J., "Storm Water Management Model Application to a Peatlands Region in Coastal North Carolina," Proceedings of the Stormwater and Water uality Model User's Group Meeting, EPA/600/9‑85/016(NTIS PB85‑228302/AS), Environmental Protection Agency, Athens, GA, January 1985m pp. 60‑86.

24.  Charnes, A., Dickinson, R.E., Duffuaa, S. and Heaney, J., "The Median Routine Study Method Applied to the 1947 Condition of the Pecos River Compact," N00014‑75‑C‑0569, Center for Cybernetic Studies, UT Austin, Austin, Texas, July 1981.

25.  Heaney, J.P., Lynne, G.D., Khannal, N., Martin, W.C., Sova, C.L. and Dickinson, R.E., "Agricultural and Municipal Water Demand Projection Models," Report to U.S. Geological Survey Water Resources Division, Reston, Virginia(Aaron L. Higer, Project officer), University of Florida, Gainesville, Florida, March 1981.

26.  Thompson, G.R., Dickinson, R.E. and Bogiatzis, T., "The XP‑SWMM Graphical Support System for the Storm Water Management Model(SWMM)," Willing & Partners Pty Ltd., Canberra, Australia, 1992.

27.  Dickinson, R.E., Thompson, G.R. and Goyen, A.G., "XP‑SWMM: A Graphical Decision Support System for the Storm Water Management Model (SWMM)," Water Quality Modeling Urban Stormwater Drainage, Toronto, Canada, February 1993.

28.  Goyen, A., Dickinson, R.E. and Thompson, G., "XP‑Extran the Next Generation Unsteady Flow Routing System," I.A.H.R. Conference, Niagara Falls, Canada, September 1993.

29.  Gong, S., Lehman, M., Dickinson, R.E. and Havens, P., "Results of Long‑Term Trawl Studies at Kings Bay, Georgia 1976‑1984," Georgia Fisheries Workers Association: Annual Meeting, Savannah, Georgia, February 6‑8, 1985.

30.  Phillips, B.C., Haege, M., Lynch, S.J. and Dickinson, R.E.,"Unsteady Flow Modelling of Toongabbie Creek Confluence Are Using XP‑Extran,"  Watercomp'93, Melbourne, March 30 ‑ April 1, 1993.

31.   Thompson, G.R., Bogiatzis, T., Phillips, B.C. and Dickinson, R.E., "XP: A Graphical Decision Support System for Water Resources Models," I.A.H.R.Conferance, Niagara Falls, Canada, September 1993.

32.  Shafer, M.D., Dickinson, R.E., Heaney, J.P. and Huber, W.C., "Gazetteer of Florida Lakes" :ublication No. 96, Florida Water Resources Research Center, Water Research Program Engineering and Industrial experiment station, University of Florida, Gainesville, Florida, December, 1986.

33.  Boody IV, O.C., Pollman, C.D., Tourtellotte, R.E. and Arcuri, A.N., "Ecological Concsiderations of Reclaimed Lakes in Central florida's Phosphate Region," Final Report Volume I, Florida Institute of Phosphate Research, Bartow, Florida, April, 1985.

34.  Boody IV, O.C., Pollman, C.D., Tourtellotte, G.H., Dickinson, R.E. and Arcuri, A.N., "Ecological Considerations of Reclaimed Lakes in Centra Florida's Phosphate Region," Final Report Volume II, Florida Institute of Phosphate Research, Bartow, Florida, November, 1984.

35.  Huber, W.C., Heaney, J.P., Aggidis, D.A. and Dickinson, R.E., "Urban Rainfall‑Runoff‑Quality Data Base,addendum 2: Additional Data and Statistical Analysis," CR‑807238, Municipal Environmental Research Laboratory office of Research and Development, U.S. Environmental Portection Agency, Cincinnati, Ohio, June, 1980.

36.  Environmental Science and Engineering, Inc., "Runoff Assessment Report," ESE No. 83‑6000‑601, Peat Methanol Associates,  May 31, 1983.

37.  Environmental Science and Engineering, Inc., "Statistical Analysis of Kuwait Intertidal Survey Data: Draft Report," Kuwait Institute for Scientific Research, Safat, Kuwait, January, 1985.

38.  Environmental Science and Engineering, Inc., "Addendum to Runoff Assessment Report," ESE No. 83‑600‑601, Peat Methanol Associates, Gainesville, Florida,  December,1983.

39.  Environmental Science and Engineering, Inc., "Mercury Standard Revision Report," ESE No. 83‑600‑601, Peat Methanol Associates, Gainesville, Florida, November, 1983.

40.“An Implicit-Explicit (IMEX) Scheme and Adaptive Time Stepping Algorithm Applied to the Hydraulic Calculations of Extran in SWMM 5 – Implications for Mike-SWMM Version 5. “   Paper presented at the 1st North American DHI Software Conference in June 2002.

41.   “Overcoming Obstacles for the Application of SWMM to Large-Scale Watersheds.”  By Seung Ah Byun, James Smullen, Mark Maimone, Robert Dickinson and Christopher Crockett.  Paper presented at the 35th SWMM Users Group Meeting in Toronto, February, 2002.

42.  “Impacts of Rainfall Data Refinements on Model Predictions in Greater Pittsburgh”. By Terry Meeneghan, Robert Dickinson, Mark Loehlein, Dwayne Myers, and Timothy Prevost. Paper presented at the 35th SWMM Users Group Meeting in Toronto, February, 2002.

43.  “A Report on the SWMM 5 Upgrade CRADA between EPA and CDM.”  By Edward H. Burgess and Robert E. Dickinson.  Paper presented at the 34th SWMM Users Group Meeting in Toronto, February, 2001.

44.“A GIS Based Approach for Modeling Combined Sewered Areas in Steeply Sloped and Flat Sewersheds using SWMM Runoff.” By Robert Dickinson, James Smullen, Terry Meeneghan, Timothy Prevost and Mark Loehlein. Paper presented at the 35th SWMM Users Group Meeting in Toronto, February, 2002.

45.  “An Investigation and Analysis of the Extran Solution(s) in SWMM.” By Robert E. Dickinson, James T. Smullen and Edward H. Burgess.  Paper presented at the 34th SWMM Users Group Meeting in Toronto, February, 2001.

46.“A Tiered Hydrologic and Hydraulic Modeling Approach for Multiple Objectives in Complex Sewershed Applications.”  By James T. Smullen, Edward H. Burgess and Robert E. Dickinson.  Paper presented at the 34th SWMM Users Group Meeting in Toronto, February, 2001.

47.  Chan C., Burgess E.H., Schade, T., and Dickinson R.E. 2003. Design of the SWMM Data Translation and the Testing of SWMM5 Engine. Ch. 17 in: Innovative Modeling of Urban Water Systems Monograph 12. Proc of the 2002 Conference on Stormwater and Urban Water Systems Modeling., Toronto, Ontario, Canada. Feb 20-21, 2003. Pub by CHI, Guelph. ISBN 0-9683681-9-0. pp359-383

48. Rossman, L.A., Dickinson R.E., Schade T., Chan C., Burgess E.H., Sullivan D., and Lai D., 2003. SWMM5 – the Next Generation of EPA’s Storm Water Management Model. Ch. 16 in: Innovative Modeling of Urban Water Systems Monograph 12. Proc of the 2002 Conference on Stormwater and Urban Water Systems Modeling., Toronto, Ontario, Canada. Feb 20-21, 2003. Pub by CHI, Guelph. ISBN 0-9683681-9-0. pp339-356

49. Continuous Surface Runoff, Groundwater and Water Quality Modeling of the C-100 Basin, Miami-Dade County, Florida Tom Nye, Robert E. Dickinson, Michael Thompson, Mike Schmidt, Victor Martin, and Gilberto Peralta. Chapter 10 in Effective Modeling of Urban Water Systems, Monograph 13, 2005.

50.  Runtime Comparisons between SWMM 4 and SWMM 5 using various Continuous Simulation Model Networks Carl C. Chan, Robert E. Dickinson and Edward H. Burgess Chapter 11 in Effective Modeling of Urban Water Systems, Monograph 13, 2005.

51.   Rossman, L.A., Dickinson, R., Schade, T., Chan, C., Burgess, E.H., Sullivan, D. Lai, F.H. 2004. SWWM 5 -- The Next generation of EPA's Storm Water Management Model. In: James, W. ed. Innovative Modeling of Urban Water Systems, Monograph 12. Chapter 16. CHI - Computational Hydraulics Int, Guelph, ON, Canada. ISBN 0-0-9683681-9-0.

52.  Rossman, L.A., Dickinson, R.E., Schade, T., Chan, C.C., Burgess, E., Lai, F.H. Sullivan, D. 2003. Redevelopment of the US EPA Stormwater Management Model. Proceedings of WEFTEC 2003. Los Angeles, CA. Oct. 11-15.

53.  James Smullen/E. Burgess/R. Dickinson, CDM. SWMM in real-world application: Successes and failures at Urban Runoff Modeling:  Intelligent Modeling to Improve Stormwater Management , 22-27 July 2007 Humboldt State University, Arcata, California

54.  R. E. Dickinson, CDM. Enhanced equivalent conduits in SWMM5 for surface area and hydraulic calculations at Urban Runoff Modeling:  Intelligent Modeling to Improve Stormwater Management , 22-27 July 2007 Humboldt State University, Arcata, California.

55.  R. E. Dickinson, CDM. Detecting and preventing invalid hydraulic solutions in SWMM5 at Urban Runoff Modeling:  Intelligent Modeling to Improve Stormwater Management , 22-27 July 2007 Humboldt State University, Arcata, California

56.  Dickinson, R.E. ”CAiCE Visual Hydro® Tutorials and Examples”, Training Manual prepared for CALTRANS, CAiCE Software Corporation,  June, 2000, 292 pages.

57.  Dickinson, R.E. ”CAiCE Visual SWMM Tutorials and Examples”, CAiCE Software Corporation., June, 2000, 1100 pages.

58.  Dickinson, R.E. “Importing and Analyzing USGS DEM Data in CAiCE.”  Paper presented at the 3rd International CAiCE Users Conference at Clearwater Florida, May, 2000.

59.  Dickinson, R.E. “Introduction to Visual Culvert”. Paper presented at the 3rd International CAiCE Users Conference at Clearwater Florida, May, 2000.

60. Dickinson, R.E. “Visual Culvert Users Guide”.  CAiCE Software Corporation, Tampa, Florida. 2000.

61.   Dickinson, R.E. “Visual Hydro Users Guide”.  CAiCE Software Corporation, Tampa, Florida. 2000.

62.  Dickinson, R.E. “Visual SWMM Users Guide”.  CAiCE Software Corporation, Tampa, Florida. 1999.

63.  Design of the SWMM Data Translation and the Testing of SWMM5 Engine, Chan C., Burgess E.H., Schade, T., and Dickinson R.E. 2003. Design of the SWMM Data Translation and the Testing of SWMM5 Engine. Ch. 17 in: Innovative Modeling of Urban Water Systems Monograph 12. Proc of the 2002 Conference on Stormwater and Urban Water Systems Modeling., Toronto, Ontario, Canada. Feb 20-21, 2003. Pub by CHI, Guelph. ISBN 0-9683681-9-0. pp359-383, 2003

64.  The Modified Euler Solution Algorithm and the Picard Solution Algorithm in SWMM5., Dickinson R. E., Burgess E. H., Rossman L.A., and Roesner L.A. 2004. The Modified Euler Solution Algorithm and the Picard Solution Algorithm in SWMM5. 2004 Conference on Stormwater and Urban Water Systems Modeling., Toronto, Ontario, Canada. Feb 19-20, 2004., 2004

 

 

 

Last updated by Robert E Dickinson Nov. 14, 2009.

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Snowlapse Monday, February 8th, 2010 Noel St. John, quasi-official photographer of TheAgitator.com, made this very cool time-lapse animation of the D.C.-area’s blizzard this past weekend.
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The solution is iterative but each iteration is dependent on the CFL or explicit time step. The time step we select is based on the CFL condition but instead of just using the explicit solution we iterate until the node depths are converged or a max…
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A Short History of Hydrogen Sulfide From the sewers of Paris to physiological messenger Roger P. Smith from http://www.americanscientist.org/issues/pub/2010/1/a-short-history-of-hydrogen-sulfide/2 Early last year, reports began to emerge in the Sout…
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Robert E Dickinson Ich bin ein Watershed Engineer, die weniger Überschwemmungen und eine bessere Wasserqualität für die Erde will.
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Winding Mississippi
As rivers go, the Mississippi is one of the world’s biggies. It’s 3.734 km (2.320 mi) long and has a watershed of more than 3,2 million sq. km (1.245.000 sq. mi), the third-largest in the world (preceded only by the Amazon and Congo rivers), drai…
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Comment: A really nice water analogy for the field properties Divergence, Curl and Gradient from the Blog Starts With a Bang ....it's pretty mathematically intensive, but what's missing from most textbooks and E&M courses are physical explanations…
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