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A Comparison of Filtering Characteristics of Various Media considering Particle Size Distribution of Road Runoff

도로면 강우유출수의 입도분포를 고려한 여재특성 비교분석

  • Received : 2013.04.24
  • Accepted : 2013.05.24
  • Published : 2013.06.15

Abstract

This study investigated the contaminant loading and characteristics of particle size distributions(PSDs) in the rainfall runoff from two different sources, the pavement road and the ancillary parking lot, and then evaluated four different types of filter media(i.e., EPP, EPS, Zeolite, and Perlite) to treat runoff water. The results showed that runoff from the pavement road contains 5.6 and 20 times higher SS and Pb concentrations, respectively, than that from the parking lot. The particles smaller than $100{\mu}m$ occupied 89.8 % of runoff from the pavement road and 81.4 % of that from the parking lot by volume. The effect of the hydraulic loading, at 950 m/day filtering linar velocity and 40 cm head loss, was largest for Zeolite, followed by Perlite, EPS, and EPP. The return period of tested media calculated by the regression equation for head loss indicated that EPP has the longest life time. The average SS removal rate was similar for all media at between 84.9 % and 89 %, while the effect of various filter column heights was different, showing minimal for EPP and maximum for EPS. All filter media tested demonstrated over 95 % of SS treatment efficiency for the particles bigger than $100{\mu}m$, while for the ones smaller than $100{\mu}m$ the efficiency was in order of EPP(82.4%) > Perlite(76.1 %) > EPS(66.2 %) > Zeolite(65.2 %). The results in conclusion implies that EPP is most effective filter media for the highly contaminated fine particles from road runoff.

Keywords

References

  1. Barrett, M. E. Irish, Jr., L. B., Malina, Jr., J. F., and Charbeneau, R. J. (1998) Characterization of highway runoff in Austin, Texas, area, J. Environ. Eng., ASCE, 124(2), pp. 371-378.
  2. Cho, K. W., Song, K. G., Ahn, K. H., Kim, C. G., Kim, T. G. (2006) Development of filtration-treatment unit for control of urban storm runoff, Korean Society on Water Environment.Korean Society of Water and Wastewater Conference, pp. 134-140.
  3. Cho, Y. J., Lee, J. H., Bang, K. W., Choi, C. S. (2007) Water Quality and Particle Size Distributions of Bridge Road Runoff in Storm Event, Journal of Korean Society of Environmental Engineers, 29(12), pp. 1353-1359.
  4. Kim, L. H., Lee, E. J., Ko, S. O., Kang, H. M.(2006) Characteristics of Pollutant Washed-off from Highways with Storm Runoff Duration, Journal of Korean Society of Road Engineers, 8(1), pp. 99-106.
  5. Kim, S . K., Kim, Y. I., Yun, S. L., Lee, Y. J., Kim, R. H., Kim, J. O. (2004) Characteristics of Road Runoff depending on the Rainfall Intensity, Journal of Korean Society on Water Environment, 20(5), pp. 494-499.
  6. Kim, T. G., Cho, K. W., Song, K. G., Yoon, M. H., Ahn, K. H., Hong, S. K. (2009) Evaluation of the Removal Characteristics of Pollutants in Storm Runoff Depending on the Media Properties, Journal of Korean Society of Environmental Engineers, 31(7), pp. 483-490.
  7. Kong, M. K., Bae, K. H., Kang, W. Y. (2004) The Status of Apparatus Type Facilities for Removing Pollutants from Stormwater Runoff, Journal of Korean Society of Water and Wastewater, 18(6), pp. 707-711.
  8. Lee, J. H. Bang, K. W., Ketchum, Jr., L. H., Choe, J. S., and Yu, M. J. (2002) First flush analysis of urban storm runoff, Sci. Total Environ., 293, pp. 163-175. https://doi.org/10.1016/S0048-9697(02)00006-2
  9. Lee, J. H., Cho, Y. J., Bang, K. W. (2005) Water Quality and Particle Size Distributions of Road Runoff in Storm Event, Journal of Korean Society of Environmental Engineers, 27(7), pp. 777-784.
  10. Lee, S. Y., Lee, E. J., Maria C. Maniquiz, Kim, L. H. (2008) Determination of Pollutant Unit Loads from Various Transportation Landuses, Journal of Korean Society on Water Environment, 24(5), pp. 543-549.
  11. Sansalone J.J., Buchberger S.G., Al-Abed S.R. (1996) Fractionation of Heavy Metals on Pavement Runoff, The Science of the Total Environment, 189/190, pp. 371-378. https://doi.org/10.1016/0048-9697(96)05233-3
  12. Korea Environment Corporation (2004) Basic Study on Pollution Loading of CSOs and SSOs in Urbanized Area, pp 44-47.
  13. Ministr y of Environment (2008) Manual of Installation and Operation in Nonpoint Source, pp. 44-45.

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