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Pressurised electro-osmotic dewatering of activated and anaerobically digested sludges: electrical variables analysis
Authors:Citeau M  Olivier J  Mahmoud A  Vaxelaire J  Larue O  Vorobiev E
Affiliation:a Laboratoire de Transformations Intégrées de la Matière Renouvelable, Université de Technologie de Compiègne, BP 20529, 60205 Compiègne Cedex, France
b Laboratoire de Thermique, Energétique et Procédés, Université de Pau et des Pays de l’Adour, ENSGTI, BP 7511, 75075 Pau Cedex, France
Abstract:Pressurised electro-osmotic dewatering (PEOD) of two sewage sludges (activated and anaerobically digested) was studied under constant electric current (C.C.) and constant voltage (C.V.) with a laboratory chamber simulating closely an industrial filter. The influence of sludge characteristics, process parameters, and electrode/filter cloth position was investigated. The next parameters were tested: 40 and 80 A/m2, 20, 30, and 50 V—for digested sludge dewatering; and 20, 40 and 80 A/m2, 20, 30, and 50 V—for activated sludge dewatering. Effects of filter cloth electric resistance and initial cake thickness were also investigated.The application of PEOD provides a gain of 12 points of dry solids content for the digested sludge (47.0% w/w) and for the activated sludge (31.7% w/w). In PEOD processed at C.C. or at C.V., the dewatering flow rate was similar for the same electric field intensity. In C.C. mode, both the electric resistance of cake and voltage increase, causing a temperature rise by ohmic effect. In C.V. mode, a current intensity peak was observed in the earlier dewatering period. Applying at first a constant current and later on a constant voltage, permitted to have better control of ohmic heating effect. The dewatering rate was not significantly affected by the presence of filter cloth on electrodes, but the use of a thin filter cloth reduced remarkably the energy consumption compared to a thicker one: 69% of reduction energy input at 45% w/w of dry solids content. The reduction of the initial cake thickness is advantageous to increase the final dry solids content.
Keywords:Electro-osmotic dewatering  Pressure consolidation  Anaerobically digested sludge  Activated sludge  Conditioning  Filter cloth
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