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- 2010 Annual Meeting
- Computing and Systems Technology Division
- Modeling and Computation in Energy and the Environment
- (343b) A Model Reduction Approach to Activated Sludge Systems
The model proposed in this work is called 8-state model (8SM) according to the resulting number of state variables. Eight differential equations describe the process basic variables (concentrations), namely: (1) substrate, (2) heterotrophic bacteria, (3) ammonia oxidizers, (4) nitrite oxidizers, (5) dissolved oxygen, (6) ammonia, (7) nitrite, and (8) nitrate. In addition, an algebraic equation is added to explain the effects of energy storage on biomass growth and on the substrate as well as oxygen uptake, as described by the extended ASM3. The model reduction is based on the principle that an activated sludge process should stop once all concentrations comply with the regulations. Furthermore, these concentrations should be reached in the shortest time possible. Consequently, lower output concentrations than required are an indicator of a suboptimal operation. Another important assumption is that the bacteria never exhaust their stored energy. Except for the recycle process, the bacteria are always in a medium, which is rich in substrate. Therefore, the stored energy value should be permanently high during the process and never limit bacterial growth.
In the 8-state model, the new set of equations is presented in such a way that both the substrate uptake increment and the oxygen uptake increment caused by the storage are included in the original substrate and oxygen differential equations. By these means that the algebraic equation, which describes the behavior of the stored energy, can be removed without affecting the behavior of the substrate or oxygen concentration provided that the substrate concentration is above zero. The simulations were performed using the in-house solver DaCL, which is a differential algebraic system solver based on orthogonal collocation on finite elements. The results show that the 8-state model mimics the behavior of the extended ASM3 in a broad operation range. The results obtained in this work suggest that the reduced model can also be applied to continuous and to SBR ASP.
References:
Kaelin, D., R. Manser, et al. (2009). "Extension of ASM3 for two-step nitrification and denitrification and its calibration and validation with batch tests and pilot scale data." Water Research 43(6): 1680-1692.
Katsogiannis, A. N., M. Kornaros, et al. (2002). "Enhanced nitrogen removal in SBRs bypassing nitrate generation accomplished by multiple aerobic/anoxic phase pairs." Water Science and Technology 47(11): 53-59.