Deep-biofilm kinetics of substrate utilization in anaerobic filters

Acetate fermentation in anaerobic filters was performed to study the deep-biofilm kinetics of substrate utilization. Small Peclet number ranging from 0.01 to 1.5 found in the tracer test indicates that the flow regime in anaerobic filters is close to complete-mix. An axial dispersion model coupled with deep-biofilm kinetics is simulated along the biofilter height. A good agreement between the calculated and experimental results indicates that the proposed deep-biofilm model can be used to estimate the removal efficiency of the readily degradable substrate in anaerobic filters if the ratio of voidage to specific surface area is greater than several millimeters. Also, a higher influent substrate concentration gives a higher substrate removal efficiency if the surface loading is kept the same.

[1]  James C. Young,et al.  Media design factors for fixed-bed filters , 1986 .

[2]  Makram T. Suidan,et al.  Performance of Deep Biofilm Reactors , 1986 .

[3]  A. E. Greenberg,et al.  Standard methods for the examination of water and wastewater : supplement to the sixteenth edition , 1988 .

[4]  Robert N. Maddox,et al.  Mass Transfer: Fundamentals and Applications , 1984 .

[5]  E. B. Nauman,et al.  Mixing in continuous flow systems , 1983 .

[6]  Residence time distribution in submerged biofilters , 1980 .

[7]  Yatish T. Shah,et al.  Gas-liquid-solid reactor design , 1979 .

[8]  Perry L. McCarty,et al.  Evaluation of steady‐state‐biofilm kinetics , 1980 .

[9]  Perry L. McCarty,et al.  Variable-Order Model of Bacterial-Film Kinetics , 1978 .

[10]  Perry L. McCarty,et al.  DESIGN OF FIXED-FILM PROCESSES WITH STEADY-STATE-BIOFILM MODEL , 1980 .

[11]  R. Speece,et al.  Modeling Toxicity in Methane Fermentation Systems , 1982 .

[12]  M T Suidan,et al.  Modeling biofilm kinetics for a low‐loaded expanded‐bed anaerobic reactor , 1987, Biotechnology and bioengineering.

[13]  H. W. Young,et al.  FULL-SCALE TREATMENT OF CHEMICAL PROCESS WASTERS USING ANAEROBIC FILTERS , 1991 .

[14]  M. Hamoda,et al.  Biomass retention and performance of anaerobic fixed‐film reactors treating acetic acid wastewater , 1987, Biotechnology and bioengineering.

[15]  Makram T. Suidan,et al.  UNIFIED ANALYSIS OF BIOFILM KINETICS , 1985 .

[16]  Edward L Cussler,et al.  Diffusion: Mass Transfer in Fluid Systems , 1984 .

[17]  P L McCarty,et al.  The anaerobic filter for waste treatment. , 1969, Journal - Water Pollution Control Federation.

[18]  Kenneth J. Williamson,et al.  Packed Bed Biofilm Reactors: Design , 1981 .

[19]  James C. Young,et al.  Hydraulic Characteristics of Upflow Anaerobic Filters , 1988 .

[20]  B. Rittmann,et al.  Verification of the model of biofilm on activated carbon. , 1987, Environmental science & technology.

[21]  W. Halwachs KM and Vmax from only one experiment , 1978 .

[22]  P. Mccarty,et al.  Model of steady-state-biofilm kinetics. , 1980, Biotechnology and bioengineering.