Sewage sludge is typically dewatered using drying beds, belt filter presses or centrifuges. Mechanical dewatering of sludge is costly in terms of capital and running costs, especially the flocculent. In an attempt to address the need for more cost-effective dewatering technologies, electro-osmotic belt filtering was developed by Smollen and Kafaar in 1995. Themechanical equipment resembles a belt filter press but the belts are stainless steel, woven belts, which act as the electrodes. In this study, thefeasibility of the technology was tested at pilot scale using wasteactivated-, anaerobically digested- and dissolved air flotation sludge. The parameters which were investigated includes the applied voltage, polyelectrolyteusage and sludge feed rate. Applied voltage of between 15 and 25 volts increased the dewatering significantly in the waste activated- and anaerobically digested sludge. Applying a voltage in dissolved air flotation sludge could not enhance the efficiency of dewatering, unless stored to de-air. The technology was found as sensitive to polyelectrolyte dosages as belt presses. The performance of the electro-osmotic belt filter was sensitive to feed rate, but performed well with non-thickened waste activated sludge (0.61% solids), resulting in cake solids above 20%.
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Research Article|
April 01 2000
The feasibility of electro-osmotic belt filter dewatering technology at pilot scale
H. G. Snyman;
H. G. Snyman
*ERWAT Chair in Wastewater Management, University of Pretoria, Department of Chemical Engineering, (Water Utilisation Section), Pretoria 0001, South Africa
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P. Forssman;
P. Forssman
**Steinmuller Africa, P.O. Box 1537, Rivonia 2128, South Africa
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A. Kafaar;
A. Kafaar
***CSIR Environmentek, P.O. Box 320, Stellenbosch 7599, South Africa
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M. Smollen
M. Smollen
***CSIR Environmentek, P.O. Box 320, Stellenbosch 7599, South Africa
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Water Sci Technol (2000) 41 (8): 137–144.
Citation
H. G. Snyman, P. Forssman, A. Kafaar, M. Smollen; The feasibility of electro-osmotic belt filter dewatering technology at pilot scale. Water Sci Technol 1 April 2000; 41 (8): 137–144. doi: https://doi.org/10.2166/wst.2000.0153
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