Journal of Korea Water Resources Association (한국수자원학회논문집)

Korea Water Resources Association (한국수자원학회)
권호 표지
DOI QR코드

DOI QR Code

Performance analysis for reduction facility of nonpoint source pollutant

비점오염원 저감장치의 성능분석

  • Lee, Jong-Seok (Department of Civil and Environmental Engineering, Hanbat National University) ;
  • Kim, Chi-Gon (Department of Civil Engineering, Hanbat National University)
  • 이종석 (한밭대학교 건설환경공학과) ;
  • 김치곤 (한밭대학교 토목공학과)
  • Received : 2019.01.03
  • Accepted : 2019.02.01
  • Published : 2019.03.31
Download PDF
⟨ Previous Next ⟩

Abstract

This study aims at development and application of a facility that is capable of reducing pollution in water quality by reducing nonpoint source pollutants (NPSP). NPSP originated from the initial rainfall caused not only large catchment of urban area pass a river but also small watershed pass a stream. For this purpose, the performance tests carried out with the field models from the facility based on the preceding study. And the tests induced reduction efficiency of biochemical oxygen demand (BOD), chemical oxygen demand (COD), total nitrogen (T-N) and suspended solid (SS), respectively. The average reduction efficiency obtained by time interval, and the result showed an excellent reduction performance. As a result, the facility satisfied reduction efficiency of NPSP of the proposed standard by the National Institute of Environmental Research, and thus it can be used in practical applications.

본 연구는 도시 산업지역의 넓은 불투수 지역뿐만 아니라 좁은 지역의 도로 교량이 통과되는 하천유역에서 발생되는 비점오염원을 초기우수로부터 저감시킴으로써 하천수질의 오염을 줄일 수 있는 저감장치를 개발하여 실용화하고자 한다. 이를 위해 본 연구의 선행연구에서 취득한 자료를 기반으로 현장 성능시험용 저감장치를 개발하여 생화학적 산소요구량(BOD), 화학적 산소요구량(COD), 총질소(T-N)와 부유물질(SS)의 저감효율에 대한 성능시험을 실시하였다. 성능분석 결과는 시간구간별 시험항목의 분석에서 그 성능이 우수한 것으로 확인되었다. 그 결과는 국립환경 과학원에서 제안한 비점오염 저감시설의 요구 저감효율을 충족시키는 것으로 나타나 실무활용이 가능할 것이다.

Keywords

SJOHCI_2019_v52n3_207_f0001.png 이미지

Fig. 1. Watershed in this study

SJOHCI_2019_v52n3_207_f0002.png 이미지

Fig. 2. Routing curves in basin and system

SJOHCI_2019_v52n3_207_f0003.png 이미지

Fig. 3. Field test model for performance analysis

SJOHCI_2019_v52n3_207_f0004.png 이미지

Fig. 4. Concentration curves and hydrographs in duration

SJOHCI_2019_v52n3_207_f0005.png 이미지

Fig. 5. Bulk concentration in field performance test

SJOHCI_2019_v52n3_207_f0006.png 이미지

Fig. 6. Field performance tests in the 2nd

SJOHCI_2019_v52n3_207_f0007.png 이미지

Fig. 7. Field performance tests in the 3rd

SJOHCI_2019_v52n3_207_f0008.png 이미지

Fig. 8. Field performance tests in the 4th

SJOHCI_2019_v52n3_207_f0009.png 이미지

Fig. 9. Regress equations for the facility performance as a function duration time

Table 1. Field tests for performance analysis

SJOHCI_2019_v52n3_207_t0001.png 이미지

Table 2. Filter medium of test models

SJOHCI_2019_v52n3_207_t0002.png 이미지

References

  1. Chow, V. T. (1964). Handbook of applied hydrology, McGraw-Hill, New York, NY.
  2. Fiering, M. B., and Jackson, B. R. (1971). "Synthetic streamflows." Water Resources Monograph, No.1, American Geophysical Clarion, New York.
  3. Hewitt, C. N., and Rashed, M. B. (1992). "Removal rates of selected pollutants in the runoff waters from a major rural highway." Water Research, Vol. 26, No. 3, pp. 311-319. https://doi.org/10.1016/0043-1354(92)90028-3
  4. Hirshman, D. J., and Kosco, J. (2008). Managing stormwater in your community: A guide for building an effective post-construction program, Center for Watershed Protection and Tetra Tech, Inc., EPA Publication.
  5. Jung, C. U. (2010). Development and of efficiency analysis non-point pollutant reduction devices on paved highway bridge. Master Thesis, Hanbat National University, pp. 37-41.
  6. Kang, H. M. (2011). Applicability analysis of best management practices for freeway stormwater runoff, Ph. D. dissertation, Hanyang University, pp. 193-196.
  7. Kang, T. U., and Lee, S. J. (2016). "A simulation method for reduction facilities of natural type for non-point pollution by the SWMM." Journal of the Korean Society of Hazard Mitigation, Vol. 16, No. 2, pp.123-131. https://doi.org/10.9798/KOSHAM.2016.16.2.123
  8. Kent, D. B., Douglas, J. S., and Kimberlee K. A. (2000). "Nutrients discharged to the Mississippi River from Eastern Iowa Watersheds, 1996-1997." Journal of the American Water Resources Association, Vol. 36, No. 1, pp. 161-173. https://doi.org/10.1111/j.1752-1688.2000.tb04257.x
  9. Kim, C. G. (2018). Development of reduction facility NPSP by field performance test, Ph D. dissertation, Hanbat National University, pp. 79-119.
  10. Kim, C. G., Park, C. S., Kim, K. T, Lee, H. W., Kim, S. C., and Lee, J. S. (2014). "Small device for reduction of non-point pollution in road bridge." Proceedings 2014 Congress of The Korea Contents Association, Korea, pp. 131-132.
  11. Kirpich, Z. P. (1940), "Time of concentration of small agricultural watersheds." Civil Engineering, Vol. 10, No. 6, pp. 362-368.
  12. Korea Water Resource Association. (2009). River design criteria and explanation .
  13. Lee, J. S. (2015). Development for middle device of reducing nonpoint source pollutant in footbridge bridge, Report of Small and Medium Business Administration (SMBA) in General Project, pp. 1-15.
  14. Lee, J. S. (2018). Hydrology, 3rd ed., CIR Publication, Korea, pp. 414-423.
  15. Lee, J. S., Kim, C. G., You, E. G., Lee, H. W., and Kim, S. C. (2016). Reducing device of non-point source pollution in footbridge of bridges, Proceedings 2016 Congress of KCAC, pp. 411-412.
  16. Ministry of Environment. (2014). Water pollution process test standard.
  17. Ministry of Environment. (2016). Manual for non-point sources reduction facility of construction, management and operation.
  18. Ministry of Construction and Transportation. (2000). Report of development and research for water resources management in 1999, Vol. 1, Plotting of Frequency Rainfall Hyetograph.
  19. Ministry of Government Legislation (2018). Water environment conservation Act (Act No. 14532, Jan. 17, 2017).
  20. National Institute of Environmental Research. (2017). Guideline for non-point sources management in otal maximum daily loads (TMDL).
  21. Novotny, V., and Olem, H. (1994). Water quality prevention, identification, and management of diffuse pollution. Van Nostrand Reinhold, NY, pp. 446-498.
  22. Sagat, A., Chebbo, G., and Bertrand-Krajewski, J. L. (1996), "The first flush in sewer system." Water Science and Technology, Journal of the International Association on Water Pollution Research, Vol. 33, No. 9, pp. 101-108.
  23. Subramanya, K. (2013). Engineering hydrology, 4ed., McGraw Hill Education (India) Private Limited.
  24. U.S. Army Corps of Engineers (2008a). HEC-HMS (Hydrologic Engineering Center-Hydrologic Modeling System), Application Guide (Ver. 3.4), U.S. Army Corps of Engineers, Davis, CA.
  25. U.S. Army Corps of Engineers (2008b). HEC-HMS (Hydrologic Engineering Center- Hydrologic Modeling System), Technical Reference Manual (Ver. 3.4), U.S. Army Corps of Engineers, Davis, CA.
  26. U.S. Army Corps of Engineers (2008c). HEC-HMS (Hydrologic Engineering Center- Hydrologic Modeling System), User's Manual (Ver. 3.4), U.S. Army Corps of Engineers, Davis, CA.
  27. Yang, S. H., Lee, M. J., Gwon, E. M., and Lee, J. H. (2018). "A study on efficient backwashing of nonpoint pollutant filtration facilities." J. of the Korean Society of Urban Environment, Vol. 18, No. 1, pp. 127-139. https://doi.org/10.33768/ksue.2018.18.1.127
  28. Yun, S. L., Lee, Y. J., Ahn, J. H, Choi, W. S., Lee, J. W., Oh, H. C., and Kim, S. K. (2017). "Evaluation of filtration and backwash efficiency of non-point source pollution reduction facility." J. of Korean Society of Environmental Engineers, Vol. 39, No. 12, pp. 664-671. https://doi.org/10.4491/KSEE.2017.39.12.664