TECHNICAL PAPERS
Mar 15, 2010

New Insights into the Quality of Urban Storm Water in South Eastern Australia

Publication: Journal of Environmental Engineering
Volume 136, Issue 4

Abstract

Quantifying the quality of urban storm water is an important prerequisite to the effective management of urban runoff, which is recognized as the major nonpoint source of pollution in urban areas. Although data on urban storm-water quality are widely available, they are often based on relatively limited data sets, usually containing few samples per event and/or few events per catchment. This paper reports on a large scale monitoring of the key storm-water pollutants found in urban discharges during both wet and dry weather from seven urban catchments in South Eastern Australia. The catchments are all separately sewered (with wholly piped systems) with varying sizes and land uses. Using the same monitoring technique, between 16 and 52 pollutographs were captured at each site for total suspended solid (TSS), total phosphorus, and total nitrogen (TN), while event mean concentrations (EMCs) of heavy metals and major ions, as well as species of N and P, were recorded at a subset of sites. It was found that EMCs of TSS were around 50% less than have been typically reported in earlier literature. During wet weather, nutrients were similar to previously reported, as were most metals concentrations. However, zinc concentrations were significantly higher than previously reported. EMCs of TSS were higher during storm flows than in baseflow, while TN concentrations were consistently higher during baseflow. EMCs of all pollutants monitored were poor with simple hydrological parameters (e.g., event rainfall depth); however, event pollution loads correlated very well with the rainfall intensity to a power, summed over the event duration. It was not possible to distinguish an impact of land use on pollutant concentrations. The first-flush effect was found not to be significant at all sites except the smallest catchment with the simplest drainage layout (the roof of a large building). All these findings have significant implication for treatment strategies with the significantly lower than previously observed TSS requiring consideration in future modeling and treatment design.

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References

Ahyerre, M., Chebbo, G., Tassin, B., and Gaume, E. (1998). “Stormwater quality modelling, an ambitious objective?” Water Sci. Technol., 37(1), 205–213.
Athayde, D. N., Shelley, P. E., Driscoll, E. D., Gaboury, D., and Boyd, G. (1983). “Results of the nationwide urban runoff program.” Rep. No. PB84-185537, EPA, Washington, D.C.
Ball, J. E. (2000). “Runoff from road surfaces—How contaminated is it?” Proc., Hydro 2000—Hydrology and Water Resources Symp., Institute of Engineers, Perth, WA, Australia, 259–264.
Behera, P. K., Adams, B. J., and Li, J. Y. (2006). “Runoff quality analysis of urban catchments with analytical probabilistic models.” J. Water Resour. Plann. Manage., 132(1), 4–14.
Bertrand-Krajewski, J. -L. (2007). “Stormwater pollutant loads modelling: Epistemological aspects and case studies on the influence of field data sets on calibration and verification.” Water Sci. Technol., 55(4), 1–17.
Bertrand-Krajewski, J. L., and Bardin, J. P. (2002). “Uncertainties and representativity of measurements in stormwater storage tanks.” Proc., 9th ICUD, IWA Publishing, Portland, Ore.
Bertrand-Krajewski, J. L., Barraud, S., and Bardin, J. P. (2002). “Un-certainties, performance indicators and decision aid applied to stormwater facilities.” Urban Water, 4, 163–179.
Bertrand-Krajewski, J. L., Chebbo, G., and Saget, A. (1998). “Distribution of pollutant mass vs volume in stormwater discharges and the first flush phenomenon.” Water Res., 32(8), 2341–2356.
Bertrand-Krajewski, J. L., Scrivener, O., and Briat, P. (1993). “Sewer sediment production and transport modelling: A literature review.” J. Hydraul. Res., 31(4), 435–460.
Boyd, M. J., Bufill, M. C., and Knee, R. M. (1994). “Pervious and impervious runoff in urban catchments.” Hydrol. Sci. J., 38(6), 463–478.
Burton, G. A., and Pitt, R. E. (2002). Stormwater effects handbook—A toolbox for watershed managers, scientists, and engineers, Lewis, Boca Raton, Fla.
Chernick, M. R. (1999). Bootstrap methods: A practitioner's guide, Wiley, New York.
Chiew, F. H. S., et al. (1997). “Modelling pollutant buildup and washoff: Keep it simple.” Wai-Whenua 1997, 24th Hydrology and Water Resources Symposium, New Zealand Hydrological Society, Auckland, New Zealand.
City Design. (2003). Stormwater monitoring program 2002–2003 (report on monitoring program), City Design/Brisbane City Council, Brisbane, Australia.
Commonwealth of Australia. (2002). “The value of water: Inquiry into Australia’s urban water management.” Rep. Prepared for Senate Environment, Communications, Information Technology and the Arts Reference Committee, The Parliament of the Commonwealth of Australia, Canberra, Australia.
Cordery, I. (1977). “Quality characteristics of urban storm water in Sydney, Australia.” Water Resour. Res., 13(1), 197–202.
Deletic, A., and Orr, D. W. (2003). “Water quality of runoff from paved surfaces.” Proc., IAHR Congress, Chalmers Univ., Göteborg, Sweden.
Deletic, A. B. (1998a). “Evaluation of water quality factors in storm runoff from paved areas.” J. Environ. Eng., 124(9), 869–879.
Deletic, A. B. (1998b). “The first flush load of urban surface runoff.” Water Res., 32(8), 2462–2470.
Desbordes, M., and Servat, E. (1984). “Solids in urban runoff: Statistical analysis of French experimental data.” Proc., 3rd Int. Conf. on USD, Chalmers Univ., Göteborg, Sweden.
Deutsch, J. C., and Desbordes, M. (1981). “Study of runoff pollution for urban planning.” Proc., 2nd Int. Conf. on Urban Storm Drainage, Technical Univ. of Denmark, 141–145.
Driver, N. E., and Troutman, B. M. (1989). “Regression models for estimating urban storm-runoff quality and quantity in the United States.” J. Hydrol., 109, 221–236.
Duncan, H. P. (1995). “A review of urban storm water quality processes.” Rep. No. 95/9, Cooperative Research Centre for Catchment Hydrology, Melbourne, Australia.
Duncan, H. P. (1999). “Urban stormwater quality: A statistical overview.” Rep. No. 99/3, Cooperative Research Centre for Catchment Hydrology, Melbourne, Australia.
Fowler, J., Cohen, L., and Jarvis, P. (1998). Practical statistics for field biology, 2nd Ed., Wiley, New York.
Francey, M., Deletic, A., Fletcher, T., and Duncan, H. P. (2004). “Monitoring of stormwater runoff in Melbourne.” Proc., 19th European Junior Scientists Workshop—Process Data and Integrated Urban Water Modelling, Technical Univ. of Denmark.
Francey, M., Duncan, H. P., Deletic, A., and Fletcher, T. (2005). “Using a simple model to predict the behaviour of pollutant loads.” Proc., 10th Int. Conf. on Urban Drainage, Technical Univ. of Denmark.
Fuchs, S., Brombach, H., and Weib, G. (2004). “New database on urban runoff pollution.” Novatech, IWA Publishing, Lyon, France.
Greenberg, A. E., Clesceri, L. S., and Eaton, A. D. (1999). Standard methods for the examination of water and wastewater, 20th Ed., American Public Health Association, Water Environment Foundation, and American Water and Wastewater Association, New York.
Grottker, M. (1987). “Runoff quality from a street with medium traffic loading.” Sci. Total Environ., 59, 457–466.
Gupta, K., and Saul, A. (1996). “Specific relationships for the first flush load in combined sewer flows.” Water Res., 30(5), 1244–1252.
Gutteridge Haskins and Davey and Environment Protection Authority of Victoria. (1981). “Characterization of pollution in urban stormwater runoff.” AWRC Technical Paper Rep. No. 60, Australian Water Resources Council, Canberra, Australia.
Harrison, R. M. (2002). “Key pollutants—Airborne particles.” Clean Air and Environmental Protection, 32(4), 38–41.
Henderson, R. J., and Moys, G. D. (1987). “Development of a sewer flow quality model for the UK.” Proc., 4th Int. Conf. on Urban Drainage, Lausanne, Switzerland.
Huber, W. C. (1986). “Modelling urban runoff quality: State of the art: Paper presented at the urban runoff quality—Impact and quality enhancement technology.” Proc., Engineering Foundation Conf., ASCE, New York, 34–48.
Huber, W. C., and Dickinson, R. E. (1988). Storm water management model, version 4: Users’ manual, Univ. of Florida, Gainesville, Fla.
Jakeman, A. J., Taylor, J. A., and Symons, H. D. (1992). “Efficient tools for analyzing the influence of sources and meteorology on urban ambient concentration trends illustrated for Canberra, Australia.” Ecol. Modell., 64, 125–157.
Kenney, B. C. (1982). “Beware of spurious self-correlations.” Water Resour. Res., 18(4), 1041–1048.
Lee, D. S., Garland, J. A., and Fox, A. A. (1994). “Atmospheric concentrations of trace elements in urban areas of the United Kingdom.” Atmos. Environ., 28(16), 2691–2713.
Lee, J. H., Bang, K. W., Ketchum, L. H., Choe, M. J., and Yu, M. J. (2002). “First flush analysis of urban storm runoff.” Sci. Total Environ., 293(1–3), 163–175.
Ma, J. -S., et al. (2002). “First flush phenomena for highways: How it can be meaningfully defined.” Proc., 9th Int. Conf. on Urban Drainage, IWA Publishing, Portland, Ore.
Novotny, V. (2003). Water quality—Diffuse pollution and watershed management, 2nd Ed., Wiley, New York.
Osborn, M. P., and Payne, J. A. (1990). “Calibration, testing and application of the sewer flow model MOSQITO.” Proc., 5th Int. Conf. on Urban Storm Drainage, Osaka Univ., Osaka, Japan.
Pitt, R., and Maestre, A. (2005). “Stormwater quality as described in the National Stormwater Quality Database (NSQD).” Proc., 10th ICUD, Copenhagen, Denmark.
Prairie, Y. T., and Bird, D. F. (1989). “Some misconceptions about the spurious correlation problem in the ecological literature.” Oecologia, 81, 285–288.
Price, R. K., and Mance, G. (1978). “A suspended solids model for storm water runoff.” Proc., Int. Conf. on Urban Storm Drainage, Univ. of Southampton, Southampton, 546–555.
RossRakesh, S., Gippel, C., Chiew, F. H. S., and Breen, P. (1999). “Blackburn Lake discharge and water quality monitoring program: Data summary and interpretation.” Tech. Rep. No. 99/13, CRC for Catchment Hydrology/Freshwater Ecology, Melbourne, Australia.
Sartor, J. D., Boyd, G. B., and Agardy, F. J. (1974). “Water pollution aspects of street surface contaminants.” J. Water Pollut. Control Fed., 46(3), 458–467.
Sharpin, M. G. (1993). “Hydrological variability, urbanization and water quality in Australia.” Proc., 6th Int. Conf. Urban Storm Drainage, Niagara Falls, Canada, 543–548.
Shuster, W. D., Bonta, J., Thurston, H., Warnemuende, E., and Smith, D. R. (2005). “Impacts of impervious surface on watershed hydrology: A review.” Urban Water, 2(4), 263–275.
Smullen, J. T., Shallcross, A. L., and Cave, K. A. (1999). “Updating the U.S. nationwide urban runoff quality database.” Water Sci. Technol., 39(12), 9–16.
Taylor, G. D., Fletcher, T. D., Wong, T. H. F., Breen, P. F., and Duncan, H. P. (2005). “Nitrogen composition in urban runoff—Implications for stormwater management.” Water Res., 39, 1982–1989.
Var, F., Narita, Y., and Tanaka, S. (2000). “The concentration, trend and seasonal variation of metals in the atmosphere in 16 Japanese cities shown by the results of National Air Surveillance Network (NASN) from 1974 to 1996.” Atmos. Environ., 34, 2755–2770.
Vaze, J., and Chiew, F. H. S. (2002). “Experimental study of pollutant accumulation on an urban road surface.” Urban Water, 4, 379–389.
Vaze, J., and Chiew, F. H. S. (2003). “Comparative evaluation of urban storm water quality models.” Water Resour. Res., 39(10), 1280.
Vaze, J., and Chiew, F. H. S. (2003b). “Study of pollutant washoff from small impervious experimental plots.” Water Resour. Res., 39(6), 1160.
Walden, W. J. (1999). Nonpoint source pollutant export estimation from urban catchments, Faculty of Engineering, Univ. of Queensland, Brisbane, Australia.
Wang, X., Tong, S., Verall, K., Gerber, R., and Wolff, R. (2006). “Air pollution trends in Brisbane, Australia, between 1980 and 2003.” Clean Air and Environmental Quality, 40(1), 34–39.
Weiss, P. T., Gulliver, J. S., and Erickson, A. J. (2007). “Cost and pollutant removal of storm-water treatment practices.” J. Water Resour. Plann. Manage., 133(3), 218–229.
Wong, T. H. F. (2005). Australian runoff quality, Institution of Engineers, Australia, Sydney, Australia.
Xanthopoulos, C., and Hahn, H. H. (1993). “Anthropogenic pollutants wash-off from street surfaces.” Proc., 6th Int. Conf. on Urban Storm Drainage, Vol. 1, Niagara Falls, Canada, 417–422.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 136Issue 4April 2010
Pages: 381 - 390

History

Received: Apr 7, 2008
Accepted: Dec 29, 2008
Published online: Mar 15, 2010
Published in print: Apr 2010

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Authors

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Matt Francey [email protected]
Alluvium Consulting, 1 John St., South Melbourne, Victoria 3205, Australia (corresponding author). E-mail: [email protected]
Tim D. Fletcher [email protected]
Director, Dept. of Civil Engineering, Institute of Sustainable Water Resources, Faculty of Engineering, Monash Univ., Victoria 3800, Australia. E-mail: [email protected]
Ana Deletic [email protected]
Associate Professor, Dept. of Civil Engineering, Institute of Sustainable Water Resources, Faculty of Engineering, Monash Univ., Victoria 3800, Australia. E-mail: [email protected]
Hugh Duncan [email protected]
Project Researcher, Dept. of Civil Engineering, Institute of Sustainable Water Resources, Faculty of Engineering, Monash Univ., Victoria 3800, Australia. E-mail: [email protected]

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