Calibrating a side-stream membrane bioreactor using Activated Sludge Model No. 1.

Membrane bioreactors (MBRs) are attracting global interest but the mathematical modeling of the biological performance of MBRs remains very limited. This study focuses on the modeling of a side-stream MBR system using the Activated Sludge Model No. 1 (ASM1), and compares the results with the modeling of traditional activated sludge processes. ASM1 parameters relevant for the long-term biological behaviour in MBR systems were calibrated (i.e. Y(H) = 0.72 gCOD/gCOD, Y(A) = 0.25 gCOD/gN, b(H) = 0.25 d(-1), b(A) = 0.080 d(-1) and f(p) = 0.06), and generally agreed with the parameters in traditional activated sludge processes, with the exception that a higher autotrophic biomass decay rate was observed in the MBR. Influent wastewater characterization was proven to be a critical step in model calibration, and special care should be taken in characterizing the inert particulate COD (X(I)) concentration in the MBR influent. It appeared that the chemical-biological method was superior to the physical-chemical method. A sensitivity analysis for steady-state operation and DO dynamics suggested that the biological performance of the MBR system (the sludge concentration, effluent quality and the DO dynamics) are very sensitive to the parameters (i.e. Y(H), Y(A), b(H), b(A) micro(maxH) and micro(maxA), and influent wastewater components (X(I), S(s), X(s) and S(NH)).

[1]  Mogens Henze,et al.  Activated sludge models ASM1, ASM2, ASM2d and ASM3 , 2015 .

[2]  M. Loosdrecht,et al.  Maintenance, endogeneous respiration, lysis, decay and predation , 1999 .

[3]  J Kruit,et al.  A practical protocol for dynamic modelling of activated sludge systems. , 2002, Water science and technology : a journal of the International Association on Water Pollution Research.

[4]  Mauro Majone,et al.  Aerobic storage under dynamic conditions in activated sludge processes. The state of the art , 1999 .

[5]  Karl Svardal,et al.  Parameter estimation for activated sludge models with the help of mass balances , 1999 .

[6]  K. Gernaey,et al.  A comprehensive model calibration procedure for activated sludge models , 2003 .

[7]  Peter A. Vanrolleghem,et al.  RESPIROMETRY AS TOOL FOR RAPID CHARACTERIZATION OF WASTEWATER AND ACTIVATED SLUDGE , 1995 .

[8]  P. Vanrolleghem,et al.  Estimating (combinations of) Activated Sludge Model No. 1 parameters and components by respirometry , 1999 .

[9]  M. V. van Loosdrecht,et al.  Modelling of activated sludge processes with structured biomass. , 2002, Water science and technology : a journal of the International Association on Water Pollution Research.

[10]  Gustaf Olsson,et al.  Respirometry in control of the activated sludge process , 1996 .

[11]  B. Petersen Calibration, identifiability and optimal experimental design of activated sludge models , 2000 .

[12]  M. Wagner,et al.  Nitrification performance and nitrifier community composition of a chemostat and a membrane-assisted bioreactor for the nitrification of sludge reject water , 2001 .