DOI QR코드

DOI QR Code

Review of Stormwater Quality, Quantity and Treatment Methods Part 2: Stormwater: Quality Modelling

  • Aryal, Rupak (Faculty of Engineering, University of Technology Sydney (UTS)) ;
  • Kandasamy, J. (Faculty of Engineering, University of Technology Sydney (UTS)) ;
  • Vigneswaran, S. (Faculty of Engineering, University of Technology Sydney (UTS)) ;
  • Naidu, R. (CRC CARE, University of South Australia) ;
  • Lee, S.H. (School of Civil and Environmental Engineering, Kumoh National Institute of Technology)
  • Published : 2009.09.30

Abstract

In this paper, review of stormwater quality and quantity in the urban environment is presented. The review is presented in three parts. This second part reviews the mathematical techiques used in the stromwater quality modelling and has been undertaken by examining a number of models that are in current use. The important features of models are discussed.

Keywords

References

  1. Tasker. G. D. and Driver, N. E., “Nationwide regression models for predicting urban runoff water quality at unmonitored sites,” J. Ame. Water Res. B., 24(5), 1091-1101 (1988). https://doi.org/10.1111/j.1752-1688.1988.tb03026.x
  2. Schueler, T. R., “Controlling Urban Runoff: A Practical Manual for Planning and Designing Urban BMPs,” Metropolitan Council of Governments, Washington, DC. (1987).
  3. Flint, K. R., “Water quality characterization of highway stormwater runoff from an ultra urban area,” Master Thesis, University of Maryland (2004).
  4. Sartor, J., Boyd, G., “Water pollution aspects of street surface contaminants,” EPA-R2-72-081, US EPA (1972).
  5. PSRM-QUAL Users Manual (1996).
  6. USEPA, “1978 Needs Survey-Continuous stormwater simulation model,” Water Planning Division, US Environmental Protection Agency, Washington, D. C. (1979).
  7. Haiping, Z. and Yamada, K., “Estimation for urban runoff quality modelling,” Water Sci. Technol., 34, 49-54 (1996). https://doi.org/10.1016/0273-1223(96)00555-0
  8. Furumai, H., Hijioka, Y., and Nakajima, F., Modelling and field survey of wash-off behaviour of suspended particles from roof and roads, Urban Drain. Model., ASCE, pp. 225-230 (2003).
  9. Aryal, R. K., Dynamic behaviour of suspended solids and particle associated micropollutants in a highway runoff, Ph.D. Thesis, University of Tokyo, Japan (2003).
  10. Chen, J. and Adams, B. J., “Development of analytical models for estimation of urban stormwater runoff,” J. Hydrol., 336, 458-469 (2007). https://doi.org/10.1016/j.jhydrol.2007.01.023
  11. Osuch-Pajdzinksa, E. and Zawilski, M., “Model of storm sewer discharge, I: description,” J. Env. Eng. ASCE, 124(7), 593-598 (1998). https://doi.org/10.1061/(ASCE)0733-9372(1998)124:7(593)
  12. Shaw, S. B., Walter, M. T. and Steenhuis, T. S., “A physical model of particulate wash-off from rough impervious surfaces,” J. Hydrol., 327, 618-626 (2006). https://doi.org/10.1016/j.jhydrol.2006.01.024
  13. Nix, S. J., “Urban Stormwater Modeling and Simulation,” Lewis Publishers, Boca Raton (1994).
  14. CRCCH, MUSIC Users Manual, Australia (2005)
  15. Kim, L. H., Kayhanian, M., Zoh, K. D. and Stenstrom, M. K., “Modeling of highway stormwater runoff,” Sci. Total Environ., 348 (2005).
  16. Kanso, A., Chebbo, G. and Tassin, B., “Application of MCMC-GSA model calibration method to urban runoff quality modeling,” Reliabil. Eng. Syst. Saf., 91, 1398-1405 (2006). https://doi.org/10.1016/j.ress.2005.11.051

Cited by

  1. Extreme bottom velocities induced by wind wave and currents in the Gulf of Gdańsk vol.67, pp.11, 2017, https://doi.org/10.1007/s10236-017-1098-4
  2. Fate and transport modelling of urban highway contaminants by a multi-objective evolutionary method vol.11, pp.5, 2009, https://doi.org/10.1080/1573062x.2013.790979