합류식 하수관거 월류수 처리를 위한 섬유사 여과 장치의 처리특성

Performance of fiber media filter device for combined sewer overflows treatment

  • 손상미 (건국대학교 사회환경시스템공학과) ;
  • 주티담롱판 (건국대학교 사회환경시스템공학과) ;
  • 박기영 (건국대학교 사회환경시스템공학과) ;
  • 박철휘 (서울시립대학교 환경공학부)
  • 투고 : 2010.03.11
  • 심사 : 2010.04.09
  • 발행 : 2010.04.15

초록

A compressible media filtration process with synthetic fiber media was studied for combined sewer overflows (CSOs) treatment. Since the operation performance of fiber media filtration was dependent on the pattern of CSOs, the flow rate of CSOs was investigated and it was characterized by a big fluctuation. Thus, in this study, the fiber media filtration process was tested with wide range of filtration velocity. The removal efficiency was proportion to the increase in compressibility. As the filtration velocity was increased, the treatment efficiency was decreased and consequently leveled off when the velocity exceeded 750 $m^3/m^2$/d. An exponential equation was introduced to express the relationship between the removal efficiency and up-flow velocity. At columm test, six repetition of filtration and backwash cycle did not after the filtering velocity under the constant pressure condition.

키워드

참고문헌

  1. 방기웅, 이준호 (2001) Swirl 농축분리기를 이용한 합류식 하수관월류수처리. 대한환경공학회, 23(1), pp. 21-30.
  2. 워터저널 (2004) 스페셜리포트 Part 3: 비점오염 처리기술. 워터 저널, 2004년 10월호.
  3. 한정균, 주재영, 이범준, 나지훈, 박철휘 (2009) 합류식하수처리를 위한 와류형 분리장치의 최적운전조건. 상하수도학회지, 23(5), pp. 557-564.
  4. 환경부 (2006) 비점오염원 업무편람.
  5. APHA, AWWA, WEF (1998) Standard Methods for the Examination of Water and Wastewater, 20th edn, Amercian Public Health Association, Washington DC, USA.
  6. Caliskaner, O., Tchobanoglous, G. and Carolan, A. (1999) High-rate filtration with a synthetic compressible media. Water Environ. Res., 71(6), 1171-1177.
  7. El Samranil, A.G., Lartiges, B.S. and Villieras F. (2008) Chemical coagulation of combined sewer overflow:Heavy metal removal and treatment optimization. Water Res., 42(4/5), pp. 951-960s. https://doi.org/10.1016/j.watres.2007.09.009
  8. Fujita, K. (1977) Mathematical expression of rapid filtration process. JWWA, 510, 12--29.
  9. Geiger, W. F. (1998) Combined sewer overflow treatment: Knowledge or speculation, Water Sci. Technol., 38, 1-8.
  10. Gimbel, R., Nahrstedt, A. and Esperschidt, K. (2002) Modelling and pilot plant investigations of high rate deep bed filtration with permeable synthetic filter medium. Water Sci. Technol: Water Supply, 2(1), 223- -232.
  11. Jimenez, B., Chavez, A., Leyva, A. and Tchobanoglous, G. (2000) Sand and synthetic medium filtration of advanced primary treatment effluent from Mexico city. Water Res., 34(2), 473-480. https://doi.org/10.1016/S0043-1354(99)00180-3
  12. Maeng, S.K., Ahn, K.H., Kim, K.P. and Song, K.G. and Park, K.Y. (2006) Compressible synthetic dual-medium filtration of wastewater effluents for water reuse, Water Practice and Technology, 1(3), IWA publishing online.
  13. Park, K.Y., Maeng, S.K., Kim, K., Kweon, J.H. and Ahn K.H. (2006) A high filtration system with synthetic permeable media for wastewater reclamation. Water Sci. Technol., 53(7), 185-190. https://doi.org/10.2166/wst.2006.223
  14. Tanaka, Y. Miyajima, K., Funakosi, T. and Chida, S. (1995) Filtration of municipal sewage by ring shaped floating plastic net media. Water Res., 29(5), pp. 1387-139. https://doi.org/10.1016/0043-1354(94)00288-I
  15. Wakeman, R. (2007) Filter media: testing for liquid filtration. Filtration and Separation, April 2007, pp. 32-34. https://doi.org/10.1016/S0015-1882(07)70082-4
  16. Westrelin, J.-L and, Bourdelot, J.-C. (2001) High rate primary treatment of waste and stormwaters with DENSADEG. In: Second World Water Congress of the International Water Association (IWA), Berlin, Germany.