DOI QR코드

DOI QR Code

Evaluating Two Types of Rectangular Secondary Clarifier Performance at Biological Nutrient Removal Facilities

생물학적 고도처리공법에 적용된 두 형태의 장방형 이차침전지 성능 파악

  • 이병희 (경기대학교 환경에너지공학과)
  • Received : 2013.08.27
  • Accepted : 2013.10.07
  • Published : 2013.10.15

Abstract

There are two types of rectangular secondary clarifier at biological nutrient removal (BNR) facility to settle MLSS; conventional activated sludge secondary clarifier and Gould Type I clarifier. In this study, the performances of two types at respective biological nutrient removal facility are compared using weekly operational data. Surface Overflow Rate (SOR), Surface Loading Rate (SLR), Sludge Volume Index (SVI), secondary effluent SS concentration are studied. It has found that Gould Type I has 3.5 times less average secondary effluent SS concentration that is 2.4 mg/L than that of conventional activated sludge secondary clarifier. Both SOR and SLR have shown little effect on secondary effluent SS concentrations at Gould Type I clarifier in contrary that SOR affects the secondary effluent SS concentrations at conventional activated sludge rectangular secondary clarifier. From this study, it is recommended that Gould Type I must be considered for secondary clarifier when BNR plant is designed.

Keywords

References

  1. Metcal f and Eddy, Inc. (2003) Wastewater Engineering, Treatment and Reuse-4th Edition, pp. 749-816, McGraw-Hill, New York, NY, USA.
  2. Parker , D., Bulter, R., Finger, R., Fisher, R., Fox, W., Kido, W., Merrill, S., Newman, G., Poe, R., Slapper, J. and Wahlberg, E. (1996) Design and Operations Experience with Flocculator-Clarifiers in Larger Plants, Wat. Sci. Tech., 33(12), pp. 163-170.
  3. Wahlbe rg, E.J, Augustus, M., Chapman, C.P., Chen, C-L., Esler, J.K., Keinath, T.M,, Parker, D.J., Tekippe, R.J. and Wi;son, T.E. (1994) Evaluating Activated Sludge Secondary Clarifier Performance Using the CRTC Protocol: Four Case Studies, Water Environment Federation 67th Annual Conference and Exhibition, Chicago, IL., USA
  4. Wahlbe rg, E.J. (1995) Update on Secondary Clarifiers : Design, Operation and Performance, U.S. EPA 4th National Wastewater Treatment Technology Transfer Workshop, Kansas City, MO, USA.
  5. Wahlbe rg, E.J. (2001) WERF/CRCT Protocols for Evaluating Seconary Clarifier Performance, Water Environment Research Foundation, Alexandria, VA, USA.
  6. Water Pollution Control Federation, (1985) Clarifier Design, Water Pollution Control Federation, Washington, D.C., USA.
  7. 이병희, 김정주. (2005) 생물학적 고도처리용 장방형 이차침전지, 한국물환경학회.대한상하수도학회 공동춘계학술발표회 논문집, pp. 243-249.
  8. 환경관리 공단. (2006) 슬러지 계면 측정기 개발, 환경관리공단

Cited by

  1. Ensuring Stability in Accordance with the Secondary sedimentation tank Surface Loading rate Increase vol.18, pp.4, 2016, https://doi.org/10.17663/JWR.2016.18.4.357