Reduction of overestimation in interval arithmetic simulation of biological wastewater treatment processes

  • Authors:
  • Andreas Rauh;Marco Kletting;Harald Aschemann;Eberhard P. Hofer

  • Affiliations:
  • Department of Measurement, Control, and Microtechnology, University of Ulm, Ulm, Germany;Department of Measurement, Control, and Microtechnology, University of Ulm, Ulm, Germany;Department of Measurement, Control, and Microtechnology, University of Ulm, Ulm, Germany;Department of Measurement, Control, and Microtechnology, University of Ulm, Ulm, Germany

  • Venue:
  • Journal of Computational and Applied Mathematics - Special issue: Scientific computing, computer arithmetic, and validated numerics (SCAN 2004)
  • Year:
  • 2007

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Abstract

A novel interval arithmetic simulation approach is introduced in order to evaluate the performance of biological wastewater treatment processes. Such processes are typically modeled as dynamical systems where the reaction kinetics appears as additive nonlinearity in state. In the calculation of guaranteed bounds of state variables uncertain parameters and uncertain initial conditions are considered. The recursive evaluation of such systems of nonlinear state equations yields overestimation of the state variables that is accumulating over the simulation time. To cope with this wrapping effect, innovative splitting and merging criteria based on a recursive uncertain linear transformation of the state variables are discussed. Additionally, re-approximation strategies for regions in the state space calculated by interval arithmetic techniques using disjoint subintervals improve the simulation quality significantly if these regions are described by several overlapping subintervals. This simulation approach is used to find a practical compromise between computational effort and simulation quality. It is pointed out how these splitting and merging algorithms can be combined with other methods that aim at the reduction of overestimation by applying consistency techniques. Simulation results are presented for a simplified reduced-order model of the reduction of organic matter in the activated sludge process of biological wastewater treatment.