This work studies the performance of three commercial ceramic ultrafiltration membranes (ZrO2–TiO2) treating raw effluent from a textile industry. The effect of crossflow velocity at 3, 4 and 5 m s−1 as well as membrane characteristics, such as molecular weight cut-off (30, 50 and 150 kDa), on process performance were studied. Experiments were carried out in concentration mode in order to observe the effect of volume reduction factor simultaneously. Results showed a combined influence of both crossflow velocity and molecular weight cut-off on flux performance. TOC and COD removals up to 70% and 84% respectively were reached. On the other hand, almost complete color (>97%) and turbidity (>99%) removals were achieved for all the membranes and operating conditions.
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Research Article|
December 01 2011
Influence of operating conditions on ceramic ultrafiltration membrane performance when treating textile effluents
S. Barredo-Damas;
1Departamento de Ingeniería Química y Nuclear, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain
E-mail: [email protected]
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M. I. Alcaina-Miranda;
M. I. Alcaina-Miranda
1Departamento de Ingeniería Química y Nuclear, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain
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M. Gemma;
M. Gemma
2Dipartimento di Idraulica, Trasporti e Strade,Università degli Studi di Roma “Sapienza”, Via Eudossiana 18, 00184 Roma, Italy
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M. I. Iborra-Clar;
M. I. Iborra-Clar
1Departamento de Ingeniería Química y Nuclear, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain
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J. A. Mendoza-Roca
J. A. Mendoza-Roca
1Departamento de Ingeniería Química y Nuclear, Universitat Politècnica de València, Camino de Vera s/n, 46022 Valencia, Spain
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Water Sci Technol (2011) 64 (11): 2169–2176.
Article history
Received:
January 07 2011
Accepted:
June 06 2011
Citation
S. Barredo-Damas, M. I. Alcaina-Miranda, M. Gemma, M. I. Iborra-Clar, J. A. Mendoza-Roca; Influence of operating conditions on ceramic ultrafiltration membrane performance when treating textile effluents. Water Sci Technol 1 December 2011; 64 (11): 2169–2176. doi: https://doi.org/10.2166/wst.2011.725
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