화학공학소재연구정보센터
Journal of Industrial and Engineering Chemistry, Vol.20, No.6, 4499-4508, November, 2014
Effluent organic matter removal fromreverse osmosis feed by granular activated carbon and purolite A502PS fluidized beds
E-mail:
Applying pre-treatments to remove dissolved organic matter from reverse osmosis (RO) feed can help to reduce organic fouling of the RO membrane. In this study the performance of granular activated carbon (GAC), a popular adsorbent, and purolite A502PS, an anion exchange resin, in removing effluent organic matter (EfOM) from RO feed collected from a water reclamation plant located at Sydney Olympic Park, Australia were evaluated and compared through adsorption equilibrium, kinetics and fluidized bed experiments. The maximum adsorption capacity (Qmax) of GAC calculated from the Langmuir model with RO feed was 13.4 mg/g GAC. The operational conditions of fluidized bed columns packed with GAC and purolite A502PS strongly affected the removal of EfOM. GAC fluidized bed with a bed height of 10cm and fluidization velocity of 5.7 m/h removed more than 80% of dissolved organic carbon (DOC) during a 7 h experiment. The average DOC removal was 60% when the bed height was reduced to 7 cm. When comparing GAC with purolite A502PS, more of the laterwas required to remove the same amount of DOC. The poorer performance of purolite A502PS can be explained by the competition provided by other inorganic anions present in RO feed. A plug flow model can be used to predict the impact of the amount of adsorbent and of the flow rate on removal of organic matter from the fluidized bed column.
  1. Shannon MA, Bohn PW, Elimelech M, Georgiadis JG, Marinas BJ, Nature, 452, 301 (2008)
  2. Bagastyo AY, Radjenovic J, Mu Y, Rozendal RA, Batstone DJ, Rabaey K, Water Res., 45, 4951 (2011)
  3. Jarusutthirak C, Amy G, Croue JP, Desalination, 145(1-3), 247 (2002)
  4. Shon HK, Vigneswaran S, Kim IS, Cho J, Ngo HH, J. Membr. Sci., 234(1-2), 111 (2004)
  5. Herzberg M, Berry D, Raskin L, Water Res., 44, 167 (2010)
  6. Al-Juboori RA, Yusaf T, Desalination, 302, 1 (2012)
  7. Jeong S, Kim SJ, Kim LH, Shin MS, Vigneswaran S, Nguyen TV, Kim IS, J. Membr. Sci., 428, 434 (2013)
  8. Bradley A, Zachman R, Summers S, J. Environ. Eng., 136, 204 (2010)
  9. Chaudhary DS, Vigneswaran S, Jehatheesan V, Ngo HH, Moon H, Shim WG, Kim SH, Water Sci. Technol., 47, 113 (2002)
  10. Gur-Rexnik S, Katz I, Dosoretz CG, Water Res., 42, 1595 (2008)
  11. Kim SL, Chen JP, Ting YP, Sep. Purif. Technol., 29(2), 171 (2002)
  12. Fettig J, Water Sci. Technol., 40, 173 (1999)
  13. Fu P, Symons J, J. Am. Water Works Assoc., 82, 70 (1990)
  14. Afcharian AY, Levi K, Laurent SP, Water Res., 31, 2989 (1997)
  15. Bolto B, Dixon D, Eldrige R, King S, Linge K, Water Res., 36, 5057 (2002)
  16. Zhang R, Vigneswaran S, Ngo HH, Nguyen H, Desalination, 192(1-3), 296 (2006)
  17. Ahmad RT, Nguyen TV, Shim WG, Vigneswaran S, Moon H, Kandasamy J, Sep. Purif. Technol., 98, 46 (2012)
  18. Johir MAH, George J, Vigneswaran S, Kandasamy J, Grasmick A, Desalination, 275(1-3), 197 (2011)
  19. Wang Q, Li A, Wang J, Shuang C, J. Environ. Sci., 24, 1891 (2012)
  20. Valeria OH, Reyes SA, Chemosphere, 72, 1588 (2008)
  21. Cornelissen ER, Moreau N, Siegers WG, Abrahamse AJ, Rietveld LC, Grefte A, Dignum M, Amy G, Wessels LP, Water Res., 42, 413 (2008)
  22. Humbert H, Gallard H, Suty H, Croue JP, Water Res., 42, 1635 (2008)
  23. Najm IN, J. Am. Water Works Assoc., 88, 79 (1996)
  24. Villadsen J, Stewart WE, Chem. Eng. Sci., 22, 1483 (1967)
  25. Brown PN, Byrne GD, Hindmarsh AC, J. Sci. Stat. Comput., 10, 1038 (1989)
  26. Riggs JB, An Introduction toNumerical Methods for Chemical Engineers, Texas Technological University Press, Lubbock, TX, 1988.
  27. Matulionyte J, Vengris T, Ragauskas R, Padarauskas A, Desalination, 208(1-3), 81 (2007)
  28. Shanmuganathan S, Nguyen TV, Shim WG, Kandasamy J, Vigneswaran S, Sep. Purif. Technol., 122, 24 (2014)