Sludge Thickening Performance of the Filtration Bio-reactor Equipped with Shadow Mask Filter Module

Shadow mask 여과 모듈을 이용한 슬러지 농축 특성

  • Jung, Yong-Jun (Department of Environmental Engineering, Kyungpook National University) ;
  • Kwon, Koo-Ho (Department of Environmental Engineering, Kyungpook National University) ;
  • Min, Kyung-Sok (Department of Environmental Engineering, Kyungpook National University)
  • Received : 2004.08.19
  • Accepted : 2004.10.01
  • Published : 2005.01.30

Abstract

In order to recycle the waste material and to develop the thickening unit of waste activated sludge from wastewater treatment facilities, the filtration bio-reactor equipped with a shadow mask filter module was employed for this work from which the operating properties and parameters were drawn. The sludge thickening and filtration unit is made of cylindrical acryl tank(12cm i.d. ${\times}$ 58cm height: working volume of 6L), where the flat-sheet type of shadow mask filter module(pore size: 220~250um, opening area: 34.8~39.6%) was installed and the effluent was withdrawn from the effluent port at the lowest point of the reactor, and the filtration was performed only by the hydraulic pressure. For evaluating the operating performance of this reactor, some parameters such as the solid-liquid separation of different biomass concentrations, the water quality of filtrate, the aeration cleaning time and the cleaning effect were investigated. Depending on the MLSS concentrations, the different time to withdraw 3L of filtrate was required in which the longer filtration time was necessary for the higher MLSS concentrations caused by the thicker formation of cake layer: 40 minutes for 5,000 mg/L, 70 minutes for 10,000 mg/L and 100 minutes for 15,000 mg/L, where the concentrations of SS were 8.9, 6.7 and 6.5 mg/L, respectively. Under the same operating conditions (the intensity of aeration cleaning: 80 L/min, MLSS: 10,000 mg/L), the proper aeration cleaning time was revealed 30 seconds, and the stable formation of cake layer was in the range of 10 to 15 minutes. Therefore, the shadow mask considered as a waste material can be of use as a filter material for the sludge thickening system.

Keywords

References

  1. 박용호, 한무영, 안현주, 하창원, 전해부상법에 의한 슬러지 농축특성, 대한환경공학회 춘계학술연구발표회 논문집, pp. 271-274 (2003)
  2. 이상민, 신항식, 서인석, 개별빌딩 오수 재이용을 위한 SBR과 MF의 조합공정에 대한 연구, 대한환경공학회지, 22(8), pp. 1369-1376 (2000)
  3. 임상호, 배민수, 조광명, 부직포 여과막 생물방응조를 이용한 하수의 처리, 한국물환경학회지, 19(1), pp. 99-107 (2003)
  4. 정용준, 민경석, 간헐포기 Mesh 침지여과분리법을 이용한 하수처리와 운전 안정성, 대한환경공학회지, 23(1), pp. 13-20 (2001)
  5. 정용준, 키소요시아끼, 민경석, 메쉬 침지여과막을 이용한 활성슬러지의 고액분리, 대한환경공학회지, 26(3), pp. 299-304 (2004)
  6. 환경부, 하수도시설기준 (1998)
  7. 환경부, 슬러지공정 반류수 처리기술 개발, G-7 최종보고서 (2001)
  8. Alavi, M. M. R., Satoh, H., and Mino, T., Effect of important operational parameters on performance of coarse pore filtration activated sludge process, Wat. Sci. Tech., 46(9), pp. 229-236 (2001)
  9. Gurjar, B, R., Sludge treatment and disposal, A. A. Balkema (2001)
  10. Gander, M. A., Jefferson, B., and Judd, S. J., Membrane bioreactors for use in small wastewater treatment plants: membrane materials and effluent quality, Wat. Sci. Tech., 41(1), pp. 205-211 (2000)
  11. Kiso, Y., Jung, Y. J., Ichinari, T., Park, M., Kitao, T., Nishimura, K., Min, K. S., Wastewater treatment performance of a filtration bio-reactor equipped with a mesh as a filter media, Water Res., 34, pp. 4143-4150 (2000) https://doi.org/10.1016/S0043-1354(00)00201-3
  12. Paul, N. Cheremisinoff., Sludge management and disposal, PTR Prentice Hall (1994)
  13. Seo, G. T., Moon, B. H., Lee, T. S., Lim, T. J., and Kim, I. S., Non-woven fabric filter separation activated sludge reactor for domestic wastewater reclamation, Wat. Sci. Tech., 47(1), pp. 133-138 (2002)
  14. Shimizu, Y., Okuno, Y., Uryu, K., Ohtsubo, S., and Watanabe, A., Filtration characteristics of hollow fiber microfiltering membranes used in membrane bioreactor for domestic wastewater treatment, Wat. Res., 30, pp. 2385-2392 (1996) https://doi.org/10.1016/0043-1354(96)00153-4
  15. Standard Methods for the Examination of Water and Wastewater, 20th edition, American Public Health Association, AWWA, WEF, Washington DC. USA (1998)