Integrated biological, chemical and physical processes kinetic modelling Part 1 – Anoxic-aerobic C and N removal in the activated sludge system

Abstract

The biological kinetic Activated Sludge Model No. 1 (ASM1, Henze et al., 1987; Dold et al., 1991) for carbon (C) and nitrogen (N) removal is integrated with the mixed weak acid/base model of Musvoto et al. (1997, 2000a,b,c) to extend application of ASM1 to situations where an estimate for pH is important. Because chemical precipitation is generally not significant when treating municipal wastewaters for Cand N removal, only gas and liquid phase processes were considered for this integrated model. The biological processes in ASM1 were modified to take into account the effect of the interaction of the weak acid/ base species of the ammonia, carbonate and phosphate systems and pHon heterotrophic and autotrophic organism behaviour, which includes generation and utilisation CO 2 in metabolism, use of specific weak acid/base species for organism growth and generation and utilisation of H +. With these modifications, simulations with the model were compared with those of ASM1 and experimental data in the literature; a good correlation was obtained.

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