Testing and sensitivity of a simple method for predicting urban pollutant loads

Journal of Environmental Engineering

Volumn 137, Issue 9, 2011, Pages 782-789

  Francey, M ^a   Duncan, H P ^b   Deletic, A ^b   Fletcher, T D ^b  

^a MELBOURNE WATER CORPORATION   (Australia)

^b MONASH UNIVERSITY   (Australia)

Author keywords

Monitoring; Nitrogen; Phosphorus; Pollutants; Rainfall intensity; Sensitivity; Sensitivity analysis; Stormwater management; Total solids; Urban areas; Urban stormwater; Water quality

Indexed keywords

CATCHMENTS; MONITORING; NITROGEN; PHOSPHORUS; RAIN; REGRESSION ANALYSIS; RUNOFF; SENSITIVITY ANALYSIS; STORMS; WATER QUALITY;

POLLUTANTS; RAINFALL INTENSITY; SENSITIVITY; STORM-WATER MANAGEMENTS; TOTAL SOLIDS; URBAN AREAS; URBAN STORMWATER;

WATER POLLUTION;

CATCHMENT; CORRELATION; ENVIRONMENTAL MONITORING; MATHEMATICAL ANALYSIS; MOBILIZATION; NITROGEN; NUMERICAL MODEL; PHOSPHORUS; PRECIPITATION INTENSITY; RAINFALL; REGRESSION ANALYSIS; SENSITIVITY ANALYSIS; SUSPENDED SEDIMENT; TEMPERATE ENVIRONMENT; URBAN AREA; URBAN POLLUTION; WATER MANAGEMENT; WATER POLLUTION; WATER QUALITY;

AUSTRALIA; MELBOURNE; VICTORIA [AUSTRALIA];

EID: 80052843637     PISSN: 07339372     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EE.1943-7870.0000386     Document Type: Article

References (41)

1. Aalderink, R. H., and Van Duin, E. H. S., (1990). Some characteristics of run-off quality from a separated sewer system in Lelystad, The Netherlands. Proc., 5th Int. Conf. on Urban Storm Drainage, Int. Association on Water Pollution Research and Control, Amsterdam, Netherlands.
2. Ahyerre, M., and Chebbo, G., (1998). Stormwater quality modelling, an ambitious objective? Water Sci. Technol. 0273-1223, 37 (1), 205-213. 10.1016/S0273-1223(97)00771-3 (Pubitemid 28065932)
3. Akan, A. O. (1987). Pollutant washoff by overland flow. J. Environ. Eng., 113 (4), 811-823. 0733-9372 10.1061/(ASCE)0733-9372(1987)113:4(811) (Pubitemid 17153914)
4. Bertrand-Krajewski, J. L., Scrivener, O., (1993). Sewer sediment production and transport modelling: A literature review. J. Hydraul. Res., 31 (4), 435-460. 0022-1686 10.1080/00221689309498869
5. Bradford, W. L. (1977). Urban stormwater pollutant loadings: A statistical summary through 1972. Res. J. Water Pollut. Control Fed. 1047-7624, 49 (4), 613-622. (Pubitemid 8086991)
6. Brezonik, L., and Stadelmann, T. H. (2002). Analysis and predictive models of stormwater runoff volumes, loads, and pollutant concentrations from watersheds in the Twin Cities metropolitan area, Minnesota, USA. Water Res., 36, 1743-1757. 0043-1354 10.1016/S0043-1354(01)00375-X (Pubitemid 34288510)
7. Brodie, I. (2007). Prediction of stormwater particle loads from impervious urban surfaces based on a rainfall detachment index. Water Sci. Technol., 55 (4), 49-55. 0273-1223 10.2166/wst.2007.094 (Pubitemid 46487418)
8. Characklis, W. G., Bedient, P. B., (1978). A study of stormwater runoff quality. Progress in water technology, 10 (5/6), 673-699. 0306-6746 (Pubitemid 9157006)
9. Chiew, F. H. S., Duncan, H. P., (1997). Modelling pollutant buildup and washoff: Keep it simple. 24th Hydrology and Water Resources Symp., New Zealand Hydrological Society, Auckland, New Zealand.
10. Chiew, F. H. S., and McMahon, T. A. (1998). Estimation of stormwater runoff and diffuse pollution loads. 3rd Int. Symp. on Stormwater Management, IEAust, Adelaide, South Australia.
11. Coleman, T. J. (1993). A comparison of the modelling of suspended solids using SWMM3 quality prediction algorithms with a model based on sediment transport theory. Proc., 6th Int. Conf. on Urban Storm Drainage, ASCE, Reston, VA.
12. Deletic, A., and Maksimovic, C., (1997). Modelling of storm washoff of suspended solids from impervious surfaces. J. Hydraul. Res., 35 (1), 99-118. 0022-1686
13. Desbordes, M., and Servat, E. (1984). Solids in urban runoff: Statistical analysis of French experimental data. 3rd Int. Conf. on USD, Chalmers Univ. of Technology, Gotenburg, Sweden.
14. 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. 0022-1694 10.1016/0022-1694(89)90017-6
15. Duncan, H. P. (1995). A review of urban storm water quality processes, Cooperative Research Centre for Catchment Hydrology, Melbourne, Australia.
16. Engineers Australia. (1997). Australian rainfall and runoff, Crows Nest, Australia.
17. Francey, M., Fletcher, T. D., Deletic, A., and Duncan, H. P. (2010). New insights into the quality of urban stormwater in South Eastern Australia. J. Environ. Eng., 136, 381-390. 0733-9372
18. Ginzburg, L. R., and Jensen, C. X. J. (2004). Rules of thumb for judging ecological theories. Trends Ecol. Evol., 19 (3), 121-126. 0169-5347 10.1016/j.tree.2003.11.004 (Pubitemid 38225263)
19. Huber, W. C. (1992). Prediction of urban nonpoint source water quality: Methods and models. Int. Symp. on Urban Stormwater Management, Institute of Engineers Australia, Melbourne, Australia.
20. Huber, W. C., and Dickinson, R. E. (1988). Storm water management model, version 4: Users' manual, Univ. of Florida, Gainesville, FL.
21. Hudson, N. (1971). Soil conservation, B. T. Batsford, London.
22. Jewell, T. K., and Adrian, D. D. (1982). Statistical analysis to derive improved stormwater quality models. Res. J. Water Pollut. Control Fed. 1047-7624, 54 (5), 489-499. (Pubitemid 13032941)
23. Kanso, A., Gromaire, M. C., (2003). Bayesian approach for the calibration of models: Application to an urban stormwater polltion model. Water Sci. Technol., 47 (4), 77-84. 0273-1223 (Pubitemid 36388776)
24. Kenney, B. C. (1982). Beware of spurious self-correlations. Water Resour. Res. 0043-1397, 18 (4), 1041-1048.
25. Legates, D. R., and McCabe, G. J. (1999). Evaluating the use of goodness-of-fit' measures in hydrologic and hydroclimatic model validation. Water Resour. Res., 35 (1), 233-241. 0043-1397 10.1029/1998WR900018 (Pubitemid 29054163)
26. Mance, G., and Harman, M. M. I. (1978). The quality of urban storm-water runoff. urban storm drainage. Proc., Int. Conf. held at the Univ. of Southampton, Pentech Press, London.
27. Meyer, L. D., and Wischmeier, W. H. (1969). Mathematical simulation of the process of soil erosion by water. Paper-Am. Soc. Agric. Eng., 12, 756-762.
28. Miller, R. A., and Mattraw, H. C. (1982). Storm water runoff quality from three land-use areas in South Florida. Water Resour. Bull. 0043-1370, 18 (3), 513-519.
29. Nash, J. E., and Sutcliffe, J. V. (1970). River forecasting through conceptual models, 1. A discussion of principles. J. Hydrol., 10, 282-290. 0022-1694 10.1016/0022-1694(70)90255-6
30. Novotny, V., Sung, H.-M., (1985). Estimating nonpoint pollution from small urban watersheds. Res. J. Water Pollut. Control Fed. 1047-7624, 57 (4), 339-348. (Pubitemid 15063234)
31. Pitt, R. (1979). Demonstration of nonpoint pollution abatement through improved street cleaning practices, United States EPA, Cincinnati.
32. Prairie, Y. T., and Bird, D. F. (1989). Some misconceptions about the spurious correlation problem in the ecological literature. Acta Oecologica 1146-609X, 81, 285-288. (Pubitemid 20429822)
33. Price, R. K., and Mance, G. (1978). A suspended solids model for storm water runoff urban storm drainage. Proc., Int. Conf. held at the Univ. of Southampton, Pentech Press, London.
34. Randall, C. W., Grizzard, T. J., (1981). Comparison of pollutant mass loads in precipitation and runoff in urban areas. Urban stormwater quality, management, and planning. Proc., 2nd Int. Conf. on Urban Storm Drainage, Water Resources Publications, Littleton, CO.
35. Reinertsen, T. R. (1981). Quality of stormwater runoff from streets. Urban stormwater quality, management, and planning. Proc., 2nd Int. Conf. on Urban Storm Drainage, Water Resources Publications, Littleton, CO.
36. Rossi, L., Krejci, V., Rauch, W., Krikenbaum, S., Frankhauser, R., and Gujer, W. (2005). Stochastic modeling of total suspended solids (TSS) in urban areas during rain events. Water Res. 0043-1354, 39, 4188-4196. (Pubitemid 41427023)
37. Sartor, J. D., Boyd, G. B., (1974). Water pollution aspects of street surface contaminants. Res. J. Water Pollut. Control Fed. 1047-7624, 46 (3), 458-467.
38. Sriananthakumar, K., and Codner, G. P. (1992). Factors affecting pollutant washoff decay coefficient in urban catchments. Int. Symp. on Urban Stormwater Management, Institute of Engineers Australia, Melbourne, Australia.
39. Tasker, G. D., and Driver, N. E. (1988). Nationwide regression models for predicting urban runoff water quality at unmetered sites. Water Resour. Bull. 0043-1370, 24 (5), 1091-1101. (Pubitemid 19049489)
40. Taylor, G. D., Fletcher, T. D., (2005). Nitrogen composition in urban runoff-Implications for stormwater management. Water Res., 39, 1982-1989. 0043-1354 10.1016/j.watres.2005.03.022 (Pubitemid 40798154)
41. Vaze, J., and Chiew, F. H. S. (2003). Comparative evaluation of urban storm water quality models. Water Resour. Res., 39 (10), 1280. 0043-1397 10.1029/2002WR001788