TECHNICAL PAPERS
Jan 1, 2006

Runoff Quality Analysis of Urban Catchments with Analytical Probabilistic Models

Publication: Journal of Water Resources Planning and Management
Volume 132, Issue 1

Abstract

The assessment of stormwater runoff pollution from urban catchments is addressed within a probabilistic framework. The methodology utilizes probability density functions of rainfall event characteristics, a runoff coefficient based rainfall-runoff transformation, and commonly used pollutant buildup and washoff processes representations. Employing derived probability distribution theory, analytical probabilistic runoff quality models are derived using exponential buildup and washoff functions. The derived analytical models yield expressions for expected event pollutant washoff load, annual average washoff load, the probability distribution of event washoff load, and the long-term average pollutant event mean concentration (EMC). These derived models are verified with available field data from an urban catchment located in the Greater Toronto Area. The verification results suggest that these analytical probabilistic models can be used for the assessment of runoff pollutant loads from urban catchments during planning-level analyses. These are computationally efficient closed-form mathematical expressions that can be easily incorporated into the spreadsheets and are thus a useful tool as an alternative or complement to more resource-intensive simulation models.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The writers gratefully acknowledge the financial support provided for this study by the Canadian Commonwealth Scholarship Program, the Natural Sciences and Engineering Research Council of Canada, and the University of Toronto.

References

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.
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., 112(5), 827–848.
Adams, B. J., and Papa, F. (2000). Urban stormwater management planning with analytical probabilistic models, Wiley, New York.
Akan, A. O. (1987). “Pollutant washoff by overland flow.” J. Environ. Eng., 113(4), 811–823.
Akan, A. O. (1988). “Derived frequency distribution for storm runoff pollution.” J. Environ. Eng., 114(6), 1344–1351.
Alley, W. M., and Smith, P. E. (1981). “Estimation of accumulation parameters for urban runoff quality modeling.” Water Resour. Res., 17(6), 1657–1663.
American Public Works Association (APWA). (1969). “Water pollution aspects of urban runoff.” Rep. 1103DNS01/69, APWA, Federal Water Pollution Control Administration, Washington, D.C.
Aquafor Engineering Ltd. (1995). “Metropolitan Toronto waterfront wet weather outfall study: Phase II.” Rep. prepared for Ontario Ministry of Environment, Aquafor Engineering Ltd., Toronto.
ASCE. (1998). Urban runoff quality management, Reston, Va.
Barbe, D. E., Cruise, J. F., and Mo, X. (1996). “Modeling the buildup and washoff of pollutants on urban watersheds.” Water Resour. Bull., 32(3), 511–519.
Behera, P. K. (2002). “Urban stormwater quality control analysis.” PhD thesis, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
Benjamin, J. R., and Cornell, C. A. (1970). Probability, statistics, and decision for civil engineers, McGraw-Hill, New York.
Charbeneau, R. J., and Barrett, M. E. (1998). “Evaluation of methods for estimating stormwater pollutant loads.” Water Environ. Res., 70(7), 1295–1302.
Delleur, J. W. (1998). “Modeling quality of urban runoff.” Hydroinformatics tools for planning, design, operation, and rehabilitation of sewer systems, J. Marsalek et al., eds., Kluwer, Dordrecht, The Netherlands, 242–285.
Eagleson, P. S. (1972). “Dynamics of flood frequency.” Water Resour. Res., 8(4), 878–898.
Ellis, J. B. (1986). “Pollutional aspects of urban runoff.” Urban runoff pollution, H. C. Torno et al., eds., Springer, Berlin, Germany, 138.
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., 124(3), 168–180.
Grottker, M. (1987). “Runoff quality from a street with median traffic loading.” Sci. Total Environ., 59, 457–466.
Guo, Y., and Adams, B. J. (1998). “Hydrologic analysis of urban catchments with event-based probabilistic models. 1: Runoff volume.” Water Resour. Res., 34(12), 3421–3431.
Guo, J. C. Y., and Urbonas, B. (2002). “Runoff capture and delivery curves for stormwater quality control design.” J. Water Resour. Plan. Manage., 128(3), 208–215.
Heaney, J. P., Wright, L., and Sample, D. (1999). “Research needs in urban wet weather flows.” Water Environ. Res., 71(2), 241–250.
Howard, C. D. D. (1976). “Theory of storage and treatment plant overflows.” J. Environ. Eng. Div. (Am. Soc. Civ. Eng.), 102(4), 709–722.
Huber, W. C. (1986). “Deterministic modeling of urban runoff quality.” Urban runoff pollution, H. C. Torno et al., eds., Springer, Berlin, 167–242.
Huber, W. C., and Dickinson, R. E. (1988). Stormwater management model, version 4: User’s manual, United States Environmental Protection Agency, Washington, D.C.
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.
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.
Li, J. Y. (1991). “Comprehensive urban runoff control planning.” PhD thesis, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
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., 20(7), 857–865.
Oreskes, N., Shrader-Frechette, K. and Belitz, K. (1994). “Verification, validation, and confirmation of numerical models in earth sciences.” Science, 263(4), 641–646.
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.
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.
Sartor, J. D., Boyd, G. B., and Agardy, F. J. (1974). “Water pollution aspects of street surfaces contaminants.” J. Water Pollut. Control Fed., 46(3), 458–467.
Segarra-García, R., and Loganathan, V. G. (1992). “Storm-water detention storage design under random pollutant loading.” J. Water Resour. Plan. Manage., 118(5), 475–491.
Sutherland, R. C., and McCuen, R. H. (1978). “Simulation of urban non-point source pollution. “Water Resour. Bull., 14(2), 409–427.
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.
Thomann, R. V. (1998). “The future ‘Golden Age’ of predictive models for surface water quality and ecosystem management.” J. Environ. Eng., 124(2), 94–103.
United States Army Corps of Engineers (USACE). (1974). “Storage, Treatment, Overflow, Runoff Model: STORM.” Rep. 723-S8-L2520, Hydrologic Engineering Center, Davis, Calif.
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.
Wisner, P., et al. (1989). Critical notes on the use of storage ponds for runoff quantity control, Wisner and Associates, Inc., Ottawa.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 132Issue 1January 2006
Pages: 4 - 14

History

Received: Jan 17, 2003
Accepted: May 3, 2005
Published online: Jan 1, 2006
Published in print: Jan 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Pradeep K. Behera [email protected]
Associate Professor, Engineering, Architecture, and Aerospace Technology, Univ. of the District of Columbia, 4200 Connecticut Ave., NW, Washington, DC 20008. E-mail: [email protected]
Barry J. Adams
Dept. of Civil Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4.
James Y. Li
Dept. of Civil Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share