Runoff quality analysis of urban catchments with analytical probabilistic models

Journal of Water Resources Planning and Management

Volumn 132, Issue 1, 2006, Pages 4-14

  Behera, Pradeep K ^a   Adams, Barry J ^b   Li, James Y ^c  

^a UNIVERSITY OF THE DISTRICT OF COLUMBIA   (United States)

^b UNIVERSITY OF TORONTO   (Canada)

^c RYERSON UNIVERSITY   (Canada)

Author keywords

Catchments; Nonpoint pollution; Probabilistic methods; Runoff; Stormwater management; Urban areas; Water quality

Indexed keywords

COMPUTATIONAL METHODS; MATHEMATICAL MODELS; PROBABILITY DENSITY FUNCTION; PROBABILITY DISTRIBUTIONS; RAIN; RUNOFF; WATER ANALYSIS; WATER POLLUTION CONTROL; WATER QUALITY;

NONPOINT POLLUTION; POLLUTANT BUILDUP; RUNOFF QUALITY ANALYSIS; STORMWATER MANAGEMENT; STORMWATER RUNOFF POLLUTION; URBAN CATCHMENTS; WASHOFF PROCESSES;

CATCHMENTS;

CATCHMENTS; COMPUTATIONAL METHODS; MATHEMATICAL MODELS; PROBABILITY DENSITY FUNCTION; PROBABILITY DISTRIBUTIONS; RAIN; RUNOFF; WATER ANALYSIS; WATER POLLUTION CONTROL; WATER QUALITY;

RUNOFF; URBAN DRAINAGE; WATER QUALITY;

EID: 31144453226     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(2006)132:1(4)     Document Type: Article

References (39)

1. Adams, B. J., and Bontje, J. B. (1984). Microcomputer applications of analytical models for urban stormwater management. Proc., Emerging Computer Techniques in Stormwater and Flood Management, W. James, ed., ASCE, New York, 138-162.
2. Adams, B. J., Fraser, H. G., Howard, C. D. D., and Hanafy, M. S. (1986). "Meteorological data analysis for urban drainage system design." J. Environ. Eng. JOEEDU0733-9372, 112(5), 827-848.
3. Adams, B. J., and Papa, F. (2000). Urban stormwater management planning with analytical probabilistic models, Wiley, New York.
4. Akan, A. O. (1987). "Pollutant washoff by overland flow." J. Environ. Eng. JOEEDU0733-9372, 113(4), 811-823.
5. Akan, A. O. (1988). "Derived frequency distribution for storm runoff pollution." J. Environ. Eng. JOEEDU0733-9372, 114(6), 1344-1351.
6. Alley, W. M., and Smith, P. E. (1981). "Estimation of accumulation parameters for urban runoff quality modeling." Water Resour. Res. WRERAQ0043-1397, 17(6), 1657-1663.
7. American Public Works Association (APWA). (1969). "Water pollution aspects of urban runoff." Rep. 1103DNS01/69, APWA, Federal Water Pollution Control Administration, Washington, D.C.
8. Aquafor Engineering Ltd. (1995). "Metropolitan Toronto waterfront wet weather outfall study: Phase II." Rep. prepared for Ontario Ministry of Environment, Aquafor Engineering Ltd., Toronto.
9. ASCE. (1998). Urban runoff quality management, Reston, Va.
10. Barbe, D. E., Cruise, J. F., and Mo, X. (1996). "Modeling the buildup and washoff of pollutants on urban watersheds." Water Resour. Bull. WARBAQ0043-1370, 32(3), 511-519.
11. Behera, P. K. (2002). "Urban stormwater quality control analysis." PhD thesis, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
12. Benjamin, J. R., and Cornell, C. A. (1970). Probability, statistics, and decision for civil engineers, McGraw-Hill, New York.
13. Charbeneau, R. J., and Barrett, M. E. (1998). "Evaluation of methods for estimating stormwater pollutant loads." Water Environ. Res. WAERED1061-4303, 70(7), 1295-1302.
14. Delleur, J. W. (1998). "Modeling quality of urban runoff." Hydroinformatics tools for planning, design, operation, and rehabilitation of sewer systems, J. Marsalek, eds., Kluwer, Dordrecht, The Netherlands, 242-285.
15. Eagleson, P. S. (1972). "Dynamics of flood frequency." Water Resour. Res. WRERAQ0043-1397, 8(4), 878-898.
16. Ellis, J. B. (1986). "Pollutional aspects of urban runoff." Urban runoff pollution, H. C. Torno, eds., Springer, Berlin, Germany, 138.
17. Field, R., Borst, M., O'Connor, T. P., Stinson, M. K., Fan, C., Perdek, J. M., and Sullivan, D. (1998). "Urban wet-weather flow management: Research directions." J. Water Resour. Plan. Manage. JWRMD50733-949610.1061/(ASCE)0733-9496(1998)124:3(168), 124(3), 168-180.
18. Grottker, M. (1987). "Runoff quality from a street with median traffic loading." Sci. Total Environ. STENDL0048-969710.1016/ 0048-9697(87)90469-4, 59, 457-466.
19. Guo, Y., and Adams, B. J. (1998). "Hydrologic analysis of urban catchments with event-based probabilistic models. 1: Runoff volume." Water Resour. Res. WRERAQ0043-139710.1029/98WR02449, 34(12), 3421-3431.
20. Guo, J. C. Y., and Urbonas, B. (2002). "Runoff capture and delivery curves for stormwater quality control design." J. Water Resour. Plan. Manage.JWRMD50733-949610.1061/(ASCE)0733-9496(2002)128:3(208), 128(3), 208-215.
21. Heaney, J. P., Wright, L., and Sample, D. (1999). "Research needs in urban wet weather flows." Water Environ. Res.WAERED1061-4303, 71(2), 241-250.
22. Howard, C. D. D. (1976). "Theory of storage and treatment plant overflows." J. Environ. Eng. Div. (Am. Soc. Civ. Eng.)JEEGAV0090-3914, 102(4), 709-722.
23. Huber, W. C. (1986). "Deterministic modeling of urban runoff quality." Urban runoff pollution, H. C. Torno, eds., Springer, Berlin, 167-242.
24. Huber, W. C., and Dickinson, R. E. (1988). Stormwater management model, version 4: User's manual, United States Environmental Protection Agency, Washington, D.C.
25. James, W., and James, R. C. (2000). Water system models [1] HYDROLOGY: User's guide to SWMM4 RUNOFF and supporting modules, Computational Hydraulics International, Guelph, Canada.
26. Johanson, R. C., Imhoff, J. C., and Davis, H. H., Jr. (1980). "User's manual for hydrological simulation program-Fortran (HSPF)." EPA-600/9-80-015, United States Environmental Protection Agency, Athens, Ga.
27. Li, J. Y. (1991). "Comprehensive urban runoff control planning." PhD thesis, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
28. 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 Resour. Res.WRERAQ0043-1397, 20(7), 857-865.
29. Oreskes, N., Shrader-Frechette, K. and Belitz, K. (1994). "Verification, validation, and confirmation of numerical models in earth sciences." ScienceSCIEAS0036-8075, 263(4), 641-646.
30. Pitt, R. (1979). Demonstration of non-point abatement through improved street cleaning practices." Rep. EPA-600/2-79-161, United States Environmental Protection Agency, Cincinnati.
31. Pitt, R. (1998). "Unique features of the Source Loading and Management Model (SLAMM)." Advances in modeling the management of stormwater impacts, W. James, ed., Computational Hydraulics International, Guelph, Canada.
32. Sartor, J. D., Boyd, G. B., and Agardy, F. J. (1974). "Water pollution aspects of street surfaces contaminants." J. Water Pollut. Control Fed.JWPFA50043-1303, 46(3), 458-467.
33. Segarra-Garciá, R., and Loganathan, V. G. (1992). "Storm-water detention storage design under random pollutant loading." J. Water Resour. Plan. Manage.JWRMD50733-9496, 118(5), 475-491.
34. Sutherland, R. C., and McCuen, R. H. (1978). "Simulation of urban non-point source pollution. "Water Resour. Bull.WARBAQ0043-1370, 14(2), 409-427.
35. Thoman, G. W., and Adams, B. J. (1998). "Sensitivity and cross-calibration of two types of continuous stormwater models." Advances in modeling the management of stormwater impacts, W. James, eds., Computational Hydraulics International, Guelph, Canada, 89-215.
36. Thomann, R. V. (1998). "The future 'Golden Age' of predictive models for surface water quality and ecosystem management." J. Environ. Eng.JOEEDU0733-937210.1061/(ASCE)0733-9372(1998)124:2(94), 124(2), 94-103.
37. United States Army Corps of Engineers (USACE). (1974). "Storage, Treatment, Overflow, Runoff Model: STORM." Rep. 723-S8-L2520, Hydrologic Engineering Center, Davis, Calif.
38. Whipple, W., Grigg, N. S., Randall, T., Shubinski, R. P., and Tucker, L. S. (1983). Stormwater management in urbanizing areas, Prentice-Hall, Englewood Cliffs, N.J.
39. Wisner, P., (1989). Critical notes on the use of storage ponds for runoff quantity control, Wisner and Associates, Inc., Ottawa.