Robust regulation of anaerobic digestion processes
L. Mailleret*, O. Bernard* and J. P. Steyer**
* COMORE, INRIA, 2004 route des Lucioles, BP 93, 06902 Sophia Antipolis, France
(E-mail: ludovic.mailleret@sophia.inria.fr ; olivier.bernard@sophia.inria.fr)
** LBE, INRA, avenue des Étangs, 11100 Narbonne, France (E-mail: steyer@ensam.inra.fr)
Abstract This paper deals with the problem of controlling anaerobic digestion processes. A two-step (i.e.
acidogenesis-methanization) mass balance model is considered for a 1 m
3
fixed bed digester treating
industrial wine distillery wastewater. The control law aims at regulating the organic pollution level while
avoiding washout of biomass. To this end, a simple output feedback controller is considered which regulates
a variable strongly related to the Chemical Oxygen Demand (COD). Numerical simulations assuming noisy
measurements first illustrate the robustness of this control procedure. Then, the regulating procedure is
implemented on the considered anaerobic digestion process in order to validate and demonstrate its
efficiency in real life experiments.
Keywords Anaerobic wastewater treatment; continuous bioreactor; control; real life experiment
Introduction
Wastewater treatment using anaerobic processes is a very promising re-emerging tech-
nology which presents extremely interesting advantages compared to the classical aerobic
treatment (Pavlostathis, 1994; Mata-Alvarez et al., 2000): it has a high capacity for degrad-
ing concentrated and resilient substrates (plant residues, animal wastes, food industry
wastewater, etc…), produces very little sludge, requires little energy and it can become
profitable with the use of biogas (methane) combustion for cogeneration. But in spite of
these advantages, the anaerobic treatment plants are still rare at the industrial scale,
probably because they are known to become easily unstable under some circumstances like
variations of the process operating conditions and because they need a high level of
expertise to be operated. Nevertheless, these drawbacks can be overcome by associating a
control procedure to enhance the stable performance of the wastewater treatment operation
via feedback control and to connect the process through the Internet to an expert center to
ensure its perenniality: this is the goal of the IST European project TELEMAC. The first
step in this remote advanced management strategy is therefore to have a dynamic model of
the process, which is required for the design of control algorithms.
The dynamic modelling of anaerobic digestion has been an active research area over the
past three decades. Andrews (1968) introduced the Haldane model to characterise growth
inhibition, which can emphasise the process instability, i.e. the biomass washout via the
accumulation of acids. A model with a single bacterial population was then proposed
(Graef and Andrews, 1974). The main modelling studies have been since then extended
and detailed by other authors in order to get closer to the complexity of the process
(Mosey, 1983; Costello et al., 1991a, 1991b; Batstone et al., 2000; IWA Task Group,
2002). It results in detailed models of the anaerobic digestion process that include several
bacterial populations and several substrates. As a consequence, these models are difficult
to calibrate and to use for control purposes. However, simpler models based on mass
balance considerations (Bastin and Dochain, 1990) circumvent this difficulty by locating
the biological lack of knowledge in dedicated terms, namely the reaction rates. The use
of such models for control design has been proved to be more effective than detailed
Water Science and Technology Vol 48 No 6 pp 87–94 © IWA Publishing 2003
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