Preparation and characterization of new tubular kaolino‐illitic ceramic membrane used for dairy wastewater treatment
Source abstract
Abstract
Abstract Low cost asymmetric tubular ceramic membrane was developed from kaolino‐illitic clay collected from the region of Medenin (Tunisia). The obtained membrane was designed to be used for ultrafiltration. The effect of pore forming agent on the plasticity, porosity, pore size distribution, mechanical strength, and permeability was evaluated. The support was performed by extrusion using the raw clay and olive pomace (OP) as pore forming agent. The effect of the use of OP was noticeable; it improved the plasticity of the paste. Also it helped to ameliorate both permeability and porosity of the obtained supports. Top layer was prepared using acid activated clay suspension. The obtained membrane had gas permeability of about 13 cm 3 .s −1 .cm −2 .bar −1 at a pressure of 1.5 bar and water flux of 1700 L.h −1 .m −2 at a pressure of 1 bar. The final membrane was successfully used to eliminate the fat present in a solution containing 10% of milk. Regeneration of the used membrane was carried out by calcination at 550°C. The performances of the used membrane were recovered by 97% after regeneration.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Recycling and utilization of industrial and municipal waste in materials production · Membrane Separation Technologies · Membrane Separation and Gas Transport
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Université de Tunis El Manar Faculté des Sciences de Tunis 2092 Tunis Tunisie
Centre National de Recherches en Sciences des Materiaux Borj Cedria, B.P.73, 8020 Soliman Tunisie
Instituto de Ceramica y vidrio CSIC C/Kelsen, 5, 28049 Madrid Spain
References (22)
Show source-provided references
1. 10.1016/j.jeurceramsoc.2004.06.01610.1016/j.jeurceramsoc.2004.06.016 ↗
2. 10.1016/j.msea.2006.09.10710.1016/j.msea.2006.09.107 ↗
3. 10.1016/j.memsci.2006.04.02910.1016/j.memsci.2006.04.029 ↗
4. 10.1016/j.ceramint.2012.02.01010.1016/j.ceramint.2012.02.010 ↗
5. 10.1016/j.jhazmat.2009.06.15110.1016/j.jhazmat.2009.06.151 ↗
6. 10.1016/j.desal.2008.01.03510.1016/j.desal.2008.01.035 ↗
7. 10.1016/j.seppur.2005.05.01210.1016/j.seppur.2005.05.012 ↗
8. 10.1016/j.clay.2005.07.00210.1016/j.clay.2005.07.002 ↗
9. 10.1016/j.ceramint.2005.10.00110.1016/j.ceramint.2005.10.001 ↗
10. 10.1016/j.jeurceramsoc.2005.03.24410.1016/j.jeurceramsoc.2005.03.244 ↗
11. BurgaudJL LesJLB LaitL EditionsI.Les eaux résiduaires dans l ’ industrie laitière To cite this version : HAL Id : hal‐00928495.1969;49(487):417–33.10.1051/lait:196948717 ↗
12. 10.1016/j.ceramint.2017.10.19910.1016/j.ceramint.2017.10.199 ↗
13. 10.1016/j.ceramint.2016.10.07110.1016/j.ceramint.2016.10.071 ↗
14. Spanish standard UNE 103‐103‐94 Determination of the liquid limit using the method of the casagrande device.
15. Spanish standard UNE103‐103‐93 Determination of the plastic limit of a soil.
16. 10.1016/S0376-7388(98)00303-210.1016/S0376-7388(98)00303-2 ↗
17. 10.1080/19443994.2015.111072210.1080/19443994.2015.1110722 ↗
18. 10.3168/jds.S0022-0302(07)72640-110.3168/jds.S0022-0302(07)72640-1 ↗
19. 10.3168/jds.S0022-0302(98)75613-910.3168/jds.S0022-0302(98)75613-9 ↗
20. 10.1016/j.jwpe.2016.08.01210.1016/j.jwpe.2016.08.012 ↗
21. 10.1007/s11270-017-3365-x10.1007/s11270-017-3365-x ↗
22. 10.5772/intechopen.7646410.5772/intechopen.76464 ↗