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Synthesis of batch water network for a brewery plant
Authors:Hella Tokos  Zorka Novak Pintarič
Affiliation:1. Lucerne University of Applied Sciences and Arts, Technikumstrasse 21, CH-6048 Horw, Switzerland;2. School of Agriculture, Food and Rural Development, Agriculture Building, Newcastle University, Newcastle upon Tyne NE1 7RU, UK;3. Postharvest Technologies and Processing Group, Department of Agricultural and Biosystems Engineering, University of Kassel, 37213 Witzenhausen, Germany;1. School of Engineering, University of Guelph, Ontario N1G 2W1, Canada;2. GE Water and Process Technologies, 3239 Dundas Street West, Oakville, Ontario L6M 4B2, Canada;3. Ontario Ministry of Agriculture, Food and Rural Affairs, 1 Stone Road West, Guelph, Ontario N1G 4Y2, Canada;1. Laboratory of Catalysis and Biofuel Production (LabCatProBio), Federal University of Paraná – UFPR, Rua Pioneiro 2153, Jardim Dallas, 85950-000 Palotina, PR, Brazil;2. Postgraduate Program in Chemical Engineering, State University of Western Paraná – UNIOESTE, Rua da Faculdade 645, Jardim La Salle, 85903-000 Toledo, PR, Brazil
Abstract:This paper presents an industrial application of mixed-integer nonlinear programming (MINLP) models for the optimisation of a water network, which was initiated by an integral need for cleaner production within a brewery. Several mathematical models were developed in order to reduce the use of freshwater, whilst considering the specific requirements of each particular production section. These models are based on the design method developed by Kim and Smith [1]. The original formulation is modified to enable efficient integration of discontinuous and semi-continuous water-using processes in the packaging area. Semi-continuous processes are treated as water sources of limited capacity. The option of installing storage tanks for semi-continuous water streams is included in the model, in order to re-use these streams during the shutdown periods of semi-continuous operations. The original model is additionally extended with the option of installing local (on-site) wastewater treatment units operating either in batch or semi-continuous modes. This enables the analysing of opportunities for regeneration re-use within the production area, i.e. the brewhouse with a cellar, because of high contaminant concentrations at these sites. The scheduling of batch wastewater treatment units is performed simultaneously in order to adjust the treatment schedule to a fixed schedule of batch processes.
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