Impact of aeration rates on particle colloidal fraction in the biofilm membrane bioreactor (BF-MBR)

被引:66
|
作者
Ivanovic, Igor [1 ]
Leiknes, TorOve [1 ]
机构
[1] NTNU Norwegian Univ Sci & Technol, Dept Hydraul & Environm Engn, N-7491 Trondheim, Norway
关键词
Biofilm-MBR; Colloidal fraction; Fouling rate; Particle size distribution (PSD); Specific aeration demand-membrane area (SAD(m));
D O I
10.1016/j.desal.2007.11.046
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
In BF-MBR, as in all sMBR systems, sufficient aeration is necessary to maintain local cross-flow conditions for sustainable membrane operation. Aeration rate is normally based on previous experiences and manufactures' recommendations. BF-MBR with an external submerged membrane unit, designed only for particle separation, could be relatively easily optimized in terms of membrane aeration. Combining observed fouling rates with measured particle size distribution and minimizing both parameters indicates a desirable sustainable aeration rate for given wastewater characteristic, operating parameters (i.e. production/backwash flux, recovery) and membrane module geometry.
引用
收藏
页码:182 / 190
页数:9
相关论文
共 48 条
  • [1] The biofilm membrane bioreactor (BF-MBR)-a review
    Ivanovic, I.
    Leiknes, T. O.
    DESALINATION AND WATER TREATMENT, 2012, 37 (1-3) : 288 - 295
  • [2] Influence of loading rates on production and characteristics of retentate from a biofilm membrane bioreactor (BF-MBR)
    Ivanovie, Igor
    Leiknes, TorOve
    Odegaard, Hallvard
    DESALINATION, 2006, 199 (1-3) : 490 - 492
  • [3] Assessment of membrane reactor design in the performance of a hybrid biofilm membrane bioreactor (BF-MBR)
    Leiknes, TorOve
    Bolt, Heidi
    Engmann, Martin
    Odegaard, Hallvard
    DESALINATION, 2006, 199 (1-3) : 328 - 330
  • [4] Improved Performance through Particle Surface Modifications by Coagulation with Inorganic Coagulants in a Biofilm Membrane Bioreactor (BF-MBR)
    Ivanovic, Igor
    Leiknes, Tor Ove
    SEPARATION SCIENCE AND TECHNOLOGY, 2012, 48 (02) : 288 - 294
  • [5] COMPARISON BETWEEN A CONVENTIONAL MEMBRANE BIOREACTOR (C-MBR) AND A BIOFILM MEMBRANE BIOREACTOR (BF-MBR) FOR DOMESTIC WASTEWATER TREATMENT
    Subtil, E. L.
    Mierzwa, J. C.
    Hespanhol, I.
    BRAZILIAN JOURNAL OF CHEMICAL ENGINEERING, 2014, 31 (03) : 683 - 691
  • [6] Impact of denitrification on the performance of a biofilm-MBR (BF-MBR)
    Ivanovic, I.
    Leiknes, T. O.
    DESALINATION, 2011, 283 : 100 - 105
  • [7] Membrane fouling mechanism of biofilm-membrane bioreactor (BF-MBR): Pore blocking model and membrane cleaning
    Zheng, Yi
    Zhang, Wenxiang
    Tang, Bing
    Ding, Jie
    Zheng, Yi
    Zhang, Zhien
    BIORESOURCE TECHNOLOGY, 2018, 250 : 398 - 405
  • [8] Membrane reactor design as a tool for better membrane performance in a biofilm MBR (BF-MBR)
    Ivanovic, I.
    Leiknes, T.
    DESALINATION AND WATER TREATMENT, 2011, 25 (1-3) : 259 - 267
  • [9] A prototype IT/BF-MBR (inclined tube/biofilm-membrane bioreactor) for high-rise building wastewater recycling
    Ratanatamskul, C.
    Suksusieng, N.
    Yamamoto, K.
    DESALINATION AND WATER TREATMENT, 2014, 52 (4-6) : 719 - 726
  • [10] Membrane fouling mechanism of biofilm-membrane bioreactor (BF-MBR): Pore blocking model and membrane cleaning (vol 250, pg 398, 2018)
    Zheng, Yi
    Zhang, Wenxiang
    Tang, Bing
    Bin, Liying
    Ding, Jie
    Zheng, Yi
    Zhang, Zhien
    BIORESOURCE TECHNOLOGY, 2024, 399