Assessment of Non-point Pollutants and Runoff Characteristics in Urban Area, Korea

  • Park, Jae-Young (Center for Environmental Studies & Department of Environmental Science and Engineering, Kyung Hee University) ;
  • Choi, I-Song (Center for Environmental Studies & Department of Environmental Science and Engineering, Kyung Hee University) ;
  • Oh, Jong-Min (Center for Environmental Studies & Department of Environmental Science and Engineering, Kyung Hee University)
  • Published : 2005.04.30

Abstract

The objectives of this study were to understand the runoff characteristics of the non-point sources originating from impervious surfaces and to assess their effect on the aquatic environment in the urban areas. The concentration of pollutants (SS, BOD, COD and T-P) except for T-N showed the highest value in runoff from road, and event mean concentration (EMC) also showed high value from road. The pollutants discharged from road showed a higher concentration in the beginning stage (0 ${\sim}$ 30%) of progressive percentage of rainfall. The contribution percentages of non-point sources by load were 44.9% for SS, 11.2% for BOD, 21.4% for COD, 11.4% for T-N and 8.1% for T-P in the total load of pollutant discharged through sewer. From our results, the road was a significant potential source that deteriorated water quality of the streams and lakes in the vicinity of the urban area during the rain period. Therefore, counter plan is required to reduce pollutant concentration on the road from non-point sources in the urban area. Also, since pollutant concentration in the beginning stage of rainfall was quite high, road cleaning seems to be one of the very useful methods to prevent inflowing of pollutants to the aquatic environment.

Keywords

References

  1. APHA, AWWA and WPCF. 1995. Standard methodfor the examination of water and wastewater,19th ed. American Public Health Association, Washington, D. C.
  2. Bang, K.W., J.H. Lee and M.J. Yu. 1997. A study on the runoff characteristics of non-point sources in small urban watersheds. Korean Society On water Quality 13: 79-99.
  3. Bedient, P.B., D.A. Harned and W.G. Characklis.1978. Stormwater analysis and prediction inHouston. J. Envir. Eng., ASCE 104: 1087-1100.
  4. Chiew, F.H.S. and T.A. McMahon. 1999. Modellingrunoff and diffuse pollution loads in urban areas.Wat. Sci. Tech. 39: 241-248.
  5. Delleur, J.W. 1982. Urban stormwater hydrology (David F.K. ed). Proceedings of American Geophysical Union, p.1-34.
  6. Duncan, H.P. 1999. Urban stormwater Quality: Astatistical Overview. Cooperative Research Centrefor Catchment Hydrology, In press.
  7. Hunter, J.V., T. Sabatino, R. Gomerts and M.J.Mackenzie. 1979. Contribution of urban runoff tohydrocarbon pollution. J. WPCF 51: 2129-2038.
  8. Lynch, J.A. and E.S. Corbett. 1990. Evaluation ofbest management practices for controlling nonpointpollution from silvicultural operations.Water Res. Bull. 26: 41-52.
  9. Novotny, V. and H. Olem. 1994. Water Quality Prevention,Identification and Management of DiffusePollution. Van Nostrand Reinhold, NewYork.
  10. Novotny, V. 1995. Nonpoint pollution and urbanstormwater management. Technomic Pub. Co., p.7-27, 193-205.
  11. Oh, J.M., I.S. Choi and T.G. Lee. 1996. The comparisonof treatment efficiency of contact oxidationwith media. J. Korea Technological Society of Water and Waste Water Treatment 4: 17-24.
  12. Rimer, A.E., J.A. Nissen and D.E. Reynolds. 1978.Characterization and impact of storm water runofffrom various land cover types. J. WPCF 50:252-264
  13. Sansalone, J.J. and S.G. Buchberger. 1997. Partitioningand first flush of metals in urban roadwaystorm water. J. Environ. Eng. 123: 134-143.
  14. Sartor, J.D., G.B. Boyd and F.J. Agrady. 1974. Waterpollution aspects of street surface contaminants.J. WPCF 46: 458-467.
  15. Schmidt, S.D. and D.R. Spencer. 1986. The magnitudeof improper waste discharge in an urbanstormwater system. J. WPCF 58: 744-748.
  16. Smullen, J.T., A.L. Shallcross and K.A. Cave. 1999.Updating the U.S. nationwide urban runoff qualitydata base. Wat. Sci. Tech. 39: 9-16.
  17. Tonderski, A. 1996. Landuse-based nonpoint sourcepollution. A threat to water resources in developingcountries. Wat. Sci. Tech. 33: 53-61.
  18. Yamada, K. 1991. Transition of pollute-runoff from small river basin in urban area on sewering. International Conference on Integrated Stormwater Management. Singapore, p.56-65.
  19. USEPA. 1983. National urban runoff program. Vol.1. NTIS PB84-185552, U.S. EPA, WashingtonD.C.
  20. Wada, Y. 1985. The characteristics of non-pointsources and its Runoff Load. J. EnvironmentalConservation Engineering of Japan 14: 97-101.