Effects of Sludge Pre-Treatment on the Excess Sludge Production in a Membrane-Coupled Bioreactor

막결합형 생물반응조에서 슬러지 전처리가 잉여슬러지 발생량에 미치는 영향

  • 이강훈 (성균관대학교 건설환경시스템공학과) ;
  • 김주현 (성균관대학교 건설환경시스템공학과) ;
  • ;
  • 염익태 (성균관대학교 건설환경시스템공학과)
  • Published : 2011.08.15

Abstract

The effects of chemical pretreatments on the excess sludge production in the membrane-coupled bioreactor were investigated. In addition, their effects on membrane fouling were also evaluated. Two membrane bioreactors were operated. In one reactor, a part of the mixed liquor was t reated with NaOH and ozone gas consecutively and was returned to the reactor. T he f lowrate of the chemical pretreatment stream was 1.5% of the influent flowrate. During the 200days of operation, the MLSS level in the bioreactor with mixed liquor pretreatment was maintained relatively constant at the range of 8,000 ~ 10,000$mg/{\ell}$ while it increased steadily up to 26,000 $mg/{\ell}$ in the absence of the pretreatment. Each reactor was equipped with two laboratory membrane modules where the flux for each module was 20, and 30 ${\ell}/m^2{\cdot}h$, respectively. With pretreatment, almost constant transmembrane pressure(TMP) was observed throughout the operation at the flux of 20 ${\ell}/m^2{\cdot}h$. Without pretreatment the membrane module at the same flux could also be operated at relatively stable condition. However, as the MLSS increases up to 25,000 $mg/{\ell}$, a fast TMP increase was observed. In conclusion, a complete control of excess sludge production in the membrane-coupled bioreactor was possible without significant deterioration of the treated water quality. In addition, it was shown that stable operation in terms of TMP is possible with sludge pretreatment and recirculation.

Keywords

References

  1. H. Yasui, K. Nakamura, Sakuma, M. Iwasaki and Y. Sakai (1996) A full scale operation of a novel activated sludge process without excess sludge production, Wat. Sci. Tech., 34(3-4), 395-404 https://doi.org/10.1016/0273-1223(96)00604-X
  2. Hsiau P. C. and Lo S. L. (2001) Characteristics of four alkaline biosolids produced from sewage sludge. Conferece of Sludge Management, 119-124, Taipei, Taiwan
  3. Jih-Gaw Lin, Ying-Shih Ma and Chun-Chih Huang (1998) Alkaline Hydrolysis of the Sludge Generated from a High-strengtb, Nitrogeous-Wastwater Biological Treatment Process. Bioresource Technology., 65, 35-42 https://doi.org/10.1016/S0960-8524(98)00028-5
  4. Kamiya T. and Hirotsuji J. (1998) New combined system of biological process and intermittent ozonation for advanced wastewater treatment., Wat. Sci. Tech., 39(8-9), 145-153
  5. Kwon, J. H., Ryu, S. H., Park, K. Y., Yeom, I. T., and Ahn, K. H. (2001) Enhancement of Sludge Dewaterbility by Ozone Treatment, Proceeding of the IWA Specialist Conference of Sludge Management, 119-124, Taipei Taiwan
  6. Lin J. G., Ma Y. S., Chao A. C. and Huang C. L. (1999) BMP test on chemically pretreated sludge. Bioresource Technology., 68, 187-192 https://doi.org/10.1016/S0960-8524(98)00126-6
  7. Muller J. (2000) Disintegration as a key-step in sewage sludge treatment. Wat. Sci. Tech., 41(8), 123-130
  8. Muller, J. A., (2001) Prospects and Problems of Sludge Pre-Treatment Process, Proceedings of the IWA Specialist Conference of Sludge Management, p 111-118, Taipei, Taiwan
  9. Rajan, R. V., Lin, J.-G. & Ray, B. T. (1989) Low-level chemical pretreatment for enhanced sludge solubilization, Research Journal WPCF, 61, 1678-1683
  10. Weemas M., Grootaerd H., Simoens F. and Verstraete W. (2000) Anaerobic digestion of ozonized biosolids., Wat. Res., 34(8), 2330-2336 https://doi.org/10.1016/S0043-1354(99)00373-5
  11. Yasui H. and Shibata M. (1994) An innovative approach to reduce excess sludge production in the activated sludge process., Wat. Sci. Tech., 30(9), 11-20