Fenton and fenton-like AOPs for alum sludge conditioning: Effectiveness comparison with different Fe2+ and Fe3+ salts

Chemical Engineering Communications

Volumn 198, Issue 3, 2011, Pages 442-452

  Tony, Maha A ^a   Zhao, Y Q ^a   El Sherbiny, M F ^b  

^a UNIVERSITY COLLEGE DUBLIN   (Ireland)

^b MENOUFIA UNIVERSITY   (Egypt)

Author keywords

Alum sludge; Capillary suction time (CST); Conditioning; Fenton's reagent; Fentonlike process; Specific resistance to filtration (SRF)

Indexed keywords

ALUM SLUDGE; CAPILLARY SUCTION TIME; CONDITIONING; FENTON'S REAGENTS; FENTON-LIKE PROCESS; SPECIFIC RESISTANCE TO FILTRATION;

CHLORINE COMPOUNDS; COAGULATION; HYDROGEN PEROXIDE; IRON; ORGANIC POLYMERS; POTABLE WATER; SALTS;

CHEMICAL WATER TREATMENT;

EID: 78649587411     PISSN: 00986445     EISSN: 15635201     Source Type: Journal    
DOI: 10.1080/00986445.2010.520235     Document Type: Article

References (35)

1. Bache, D. H., and Gregory, R. (2007). Flocs in Water Treatment, IWA Publishing, London.
2. Bolto, B., and Gregory, J. (2007). Organic polyelectrolytes in water treatment, Water Res., 41, 2301-2324.
3. Coakley, P., and Jones, B. R. S. (1956). Vacuum sludge filtration: I. Interpretation of results by the concept of specific resistance, Sew. Ind. Wastes, 28, 963-975.
4. Cravotto, G., Carlo, S. D., Binello, A., Mantegna, S., Girlanda, M., and Lazzari, A. (2008). Integrated sonochemical and microbial treatment for decontamination of nonylphenol-polluted water, Water Air Soil Pollut., 187, 353-359.
5. 2, J. Phys. Chem., A107, 5722-5731.
6. Hammer, M. J. (1996). Water and Wastewater Technology, 3rd ed., Prentice-Hall, Englewood Cliffs, NJ.
7. Hsueh, C. L., Huang, Y. H., Wang, C. C., and Chen, C. Y. (2005). Degradation of azo dyes using low iron concentration of Fenton and Fenton-like system, Chemosphere, 58, 1409-1414.
8. Huang, C., Pan, J. R., Fu, C. G., and Wu, C. C. (2002). Effects of surfactant addition on dewatering of alum sludge, J. Environ. Eng., 128(12), 1121-1127.
9. James, Y. D., and Englehardt, D. (2006). Treatment of landfill leachate by the Fenton process, Water Res., 40, 3683-3694.
10. Kang, Y. W., and Hwang, K. Y. (2000). Effect of reaction condition on the oxidation efficiency in the Fenton process, Water Res., 34, 2786-2790.
11. Krzemieniewski, M., Debowski, M., and Janczukowicz, P. W. J. (2003). Effect of sludge conditioning by chemical methods with magnetic field application, Pol. J. Environ. Stud., 12(5), 595-605.
12. 2, Chemosphere, 55, 715-723.
13. Lee, C. H., and Liu, J. C. (2000). Enhanced sludge dewatering by dual polyelectrolytes conditioning, Water Res., 34, 4430-4436.
14. Lu, M. C., Lin, C. J., Liao, C. H., Ting, W. P., and Huang, R. Y. (2001). Influence of pH on the dewatering of activated sludge by Fenton's reagent, Water Sci. Technol., 44(10), 327-332.
15. Lu, M. C., Lin, C. J., Liao, C. H., Huang, R. Y, and Ting, W. P. (2003). Dewatering of activated sludge by Fenton's reagent, Adv. Environ. Res., 7, 667-670.
16. Ma, W., Zhao, Y. Q., and Kearney, P. (2007). A study of dual polymer conditioning of aluminum-based drinking water treatment residual, J. Environ. Sci. Health A Tox. Hazard. Subst. Environ. Eng., 42, 961-968.
17. Majam, S., and Thom, P. A. (2006). Polyelectrolyte determination in drinking water, Water SA, 32(5), 705-707.
18. Montgomery, D. C. (1991). Design and Analysis of Experiments, John Wiley, New York.
19. Mustranta, A., and Viikari, L. (1993). Dewatering of activated sludge by an oxidative treatment,Water Sci. Technol., 28(1), 213-221.
20. Muthuvel, I., and Swaminathan, M. (2007). Photoassisted Fenton mineralisation of Acid Violet 7 by heterogeneous Fe(III)-Al2O3 catalyst, Catal. Commun., 8, 981-986.
21. 2) of sewage sludge, J. Hazard. Mater., B98(1-3), 91-106.
22. 2 systems, J. Photochem. Photobiol., A198(2-3), 144-149.
23. Peres, J. A., Heredia, J. B., and Dominguez, J. R. (2004). Integrated Fenton's reagentcoagulation/flocculation process for the treatment of cork processing wastewaters, J. Hazard. Mater., B107, 115-121.
24. Sanz, J., Lombrana, J. I., De Luis, A. M., Ortueta, M., and Varona, F. (2003). Microwave and Fenton's reagent oxidation of wastewater, Environ. Chem. Lett., 50, 1-45.
25. Saveyn, H., Curvers, D., Thas, O., and Van der Meeren, P. (2008). Optimization of sewage sludge conditioning and pressure dewatering by statistical modelling, Water Res., 42(4-5), 1061-1074.
26. Tony, M. A., Zhao, Y. Q., Fu, J. F., and Tayeb, A. M. (2008). Conditioning of aluminiumbased water treatment sludge with Fenton's reagent: Effectiveness and optimising study to improve dewaterability, Chemosphere, 72, 673-677.
27. Tony, M. A., Zhao, Y. Q., and Tayeb, A. M. (2009). Exploitation of Fenton and Fenton-like reagents as alternative conditioners for alum sludge conditioning, J. Environ. Sci., 21(1), 101-105.
28. Wang, S. A. (2008). Comparative study of Fenton and Fenton-like reaction kinetics in decolourisation of wastewater, Dyes Pigm., 76, 714-720.
29. Wu, C. C., Wu, J. J., and Huang, R. Y. (2003). Effect of floc strength on sludge dewatering by vacuum filtration, Colloids Surf., A221, 141-147.
30. Xiao, Y., Wang, G., Liu, H., Zhao, H., Zhang, J., Sun, C., and Wu, M. (2002). Treatment of H-acid wastewater by photo-Fenton reagent combined with a biotreatment process: A study on optimum conditions of pretreatment by a photo-Fenton process, Bull. Environ. Contam. Toxicol., 69(3), 430-435.
31. 2-UV/vis systems for the decolorization of a textile dye X-3B in water, Chemosphere, 43, 1103-1107.
32. Yu, Q., Lei, H., Yu, G., Feng, X., Li, Z., and Wu, Z. (2009). Influence of microwave irradiation on sludge dewaterability, Chem. Eng. J., 155, 88-93.
33. Zhang, H., Choi, H. J., and Huang, C. (2005). Optimization of Fenton process for the treatment of landfill leachate, J. Hazard. Mater., B125, 166-174.
34. Zhao, Y. Q. (2002). Enhancement of alum sludge dewatering capacity by using gypsum as skeleton builder, Colloids Surf., A211, 205-212.
35. Zhao, Y. Q., and Bache, D. H. (2002). Integrated effects of applied pressure, time, and polymer doses on alum sludge dewatering behaviour, Waste Manage., 22, 813-819.