Detention time selection for stormwater quality control ponds

Canadian journal of civil engineering

Volumn 26, Issue 1, 1999, Pages 72-82

  Papa, Fabian ^a   Adams, Barry J ^b   Guo, Yiping ^b  

^a Water Resour Engr   (Canada)

^b UNIVERSITY OF TORONTO   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

ENVIRONMENTAL PROTECTION; MATHEMATICAL MODELS; OPTIMIZATION; POLLUTION CONTROL; PROBABILITY DISTRIBUTIONS; RUNOFF;

STORMWATER MANAGEMENT; STORMWATER PONDS;

WATER QUALITY;

EID: 0032586171     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/cjce-26-1-72     Document Type: Article

References (37)

1. Adams, B.J. 1996. Development of analysis methods for stormwater management with ponds. Report to the Ontario Ministry of Transportation, Toronto, Ont.
2. Adams, B.J., and Bontje, J.B. 1984. Microcomputer applications of analytical models for urban drainage design. In Proceedings of the Conference on Emerging Computer Techniques in Stormwater and Flood Management, October-November 1983, Niagara-on-the-Lake, Ont. American Society of Civil Engineers, New York, pp. 138-156.
3. Adams, B.J., and Howard, C.D.D. 1986. Pathology of design storms. Canadian Water Resources Journal, CWRA, 11(3): 49-55.
4. Adams, B.J., Fraser, H.G., Howard, C.D.D., and Hanafy, M.S. 1986. Meteorological data analysis for urban drainage system design. ASCE Journal of Environmental Engineering, 112(5): 827-848.
5. Chan, S.-O., and Bras, R.L. 1979. Urban stormwater management: distribution of flood volumes. Water Resources Research, 15 (2): 371-382.
6. DiToro, D.M., and Small, M.J. 1979. Stormwater interception and storage. ASCE Journal of Environmental Engineering, 105 (EE1): 43-54.
7. Driscoll, E.D. 1982. Analysis of detention basins in ERA NURP program. In Proceedings of the Conference on Stormwater Detention Facilities Planning, Design, Operation and Maintenance, August 1982, New England College, Henniker, N.H., pp. 21-31.
8. Driscoll, E.D. 1986. Methodology for analysis of detention basins for control of urban runoff quality. Report to Office of Water, Nonpoint Source Division, U.S. Environmental Protection Agency, Washington, D.C., Report No. 440/5/87-001.
9. Eagleson, P.S. 1972. Dynamics of flood frequency. Water Resources Research, 8(4): 878-897.
10. Fair, G.M., and Geyer, J.C. 1954. Water supply and waste-water disposal. John Wiley & Sons, Inc., New York.
11. Ferrara, R.A., and Hildick-Smith, A. 1982. A modeling approach for stormwater quantity and quality control via detention basins. Water Resources Bulletin, AWRA, 18(6): 975-981.
12. Goforth, G.F.E., Heaney, J.P., and Huber, W.C. 1983. Comparison of basin performance modelling techniques. ASCE Journal of Environmental Engineering, 109(5): 1082-1098.
13. Gregory, M., and James, W. 1996. Management of time-series data for long-term, continuous stormwater modeling. In Advances in modeling the management of stormwater impacts. Edited by W. James. Computational Hydraulics International, Guelph, Ont., pp. 115-151.
14. Guo, Y., and Adams, B.J. 1994. Long term performance modelling of stormwater quality ponds. In Current practices in modelling the management of stormwater impacts. Edited by W. James. Lewis Publishers, Boca Raton, Fla., pp. 99-119.
15. Howard, C.D.D. 1976. Theory of storage and treatment plant overflows. ASCE Journal of Environmental Engineering, 102(EE4): 709-722.
16. Hydrologic Engineering Center. 1977. Storage, treatment, overflow, runoff model: STORM. Generalized Computer Program 723-S8-L2520, U.S. Corps of Engineers, Davis, Calif.
17. James, W. 1994. Rules for responsible modelling. Computational Hydraulics International, Guelph, Ont.
18. Kauffman, G. 1987. A Comparison of analytical and simulation models for drainage system design: SUDS versus STORM. M.A.Sc. thesis, Department of Civil Engineering, University of Toronto, Toronto, Ont.
19. Loganathan, G.V., and Delleur, J.W. 1984. Effects of urbanization on frequencies of overflows and pollutant loadings from storm sewer overflows: a derived distribution approach. Water Resources Research, 20(7): 857-865.
20. Loganathan, G.V., Delleur, J.W., and Segarra, R.I. 1985. Planning detention storage for stormwater management. ASCE Journal of Water Resources Planning and Management, 111(4): 382-398.
21. Loganathan, G.V., Watkins, E.W., and Kibler, D.F. 1994. Sizing storm-water detention basins for pollutant removal. ASCE Journal of Environmental Engineering, 120(6): 1380-1399.
22. Marsalek, J. 1978. Synthesized and historical storms for urban drainage design. In Proceedings of the 1st International Conference on Urban Storm Drainage, University of Southampton, April 1978. Edited by P.R. Helliwell. Pentech Press Limited, London, England, pp. 87-99.
23. Medina, M.A., Jr., Huber, W.C., and Heaney, J.P. 1981a. Modeling stormwater storage/treatment transients: theory. ASCE Journal of Environmental Engineering, 107(EE4): 781-797.
24. Medina, M.A., Jr., Huber, W.C., and Heaney, J.P. 1981b. Modeling stormwater storage/treatment transients: applications. ASCE Journal of Environmental Engineering, 107(EE4): 799-816.
25. MOE and MNR. 1991. Interim stormwater quality control guidelines for new development. Ontario Ministry of Environment and Ministry of Natural Resources, Toronto, Ont.
26. MOEE. 1994. Stormwater management practices planning and design manual. Ontario Ministry of Environment and Energy, Toronto, Ont.
27. Nix, S.J. 1982. Analysis of storage/release systems in urban stormwater quality management. Ph.D. thesis, University of Florida at Gainesville, Gainesville, Fla.
28. Nix, S.J. 1985. Residence time in stormwater detention basins. ASCE Journal of Environmental Engineering, 111(1): 95-100.
29. Nix, S.J., Heaney, J.P., and Huber, W.C. 1983. Analysis of storage/release systems in urban stormwater quality management: a methodology. In Proceedings of the International Symposium on Urban Hydrology, Hydraulics, and Sediment Control, July 1983, University of Kentucky, Lexington, Ky., pp. 19-30.
30. Nix, S.J., Heaney, J.P., and Huber, W.C. 1988. Suspended solids removal in detention basins. ASCE Journal of Environmental Engineering, 114(6): 1331-1343.
31. Papa, F. 1995. Optimization of detention times for stormwater quality control ponds. B.A.Sc. thesis, Department of Civil Engineering, University of Toronto, Toronto, Ont.
32. Papa, F. 1997. Analytical probabilistic models for urban stormwater management planning. M.A.Sc. thesis, Department of Civil Engineering, University of Toronto, Toronto, Ont.
33. Papa, F., Adams, B.J., and Bryant, G.J. 1997. Models for water quality control by stormwater ponds. In Advances in modeling the management of stormwater impacts. Vol. 5. Edited by W. James. Computational Hydraulics International, Guelph, Ont., pp. 1-22.
34. Schueler, T.B. 1987. Controlling urban runoff: a practical manual for planning and designing urban BMP's. Washington Metropolitan Water Resources Planning Board, Washington, D.C.
35. Segarra-Garcia, R., and Loganathan, V.G. 1992. Storm-water detention storage design under random pollutant loading. ASCE Journal of Water Resources Planning and Management, 118(5): 475-491.
36. Seto, M.Y.K. 1984. Comparison of alternative derived probability distribution models for stormwater management. M.A.Sc. thesis, Department of Civil Engineering, University of Toronto, Toronto, Ont.
37. Small, M.J., and DiToro, D.M. 1979. Stormwater treatment systems. ASCE Journal of Environmental Engineering, 105(EE3): 557-569.