Vol. 11 No. 02 (2021): Journal of Materials & Construction
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Tạp chí Vật liệu & Xây dựng - Bộ Xây dựng

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A study on treatment of phenol in wastewater with upflow sludge blanket filtration (USBF)

Thuan Le Ngoc , Mai vu Thi

Keywords:

Upflow Sludge Blanket Filtration (USBF)
phenol removal
wastewater

Abstract

Upflow Sludge Blanket Filtration (USBF) technology was used to remove phenol in wastewater with laboratory scale. Phenol is eliminated in concentrations ranging from 30 mg / L to 450 mg / L; hydraulic retention time 10 hours; Activated sludge content was maintained with MLSS values ​​in the range of 2000-2300 mg / L. The results of the study showed that the USBF system has a good adaptation to phenol content changes in a short time. Phenol was treated at a high rate, up to 99.8% with phenol concentrations below 200 mg / L, but then showed signs of decreased treatment efficiency when the phenol concentration increased, at a phenol concentration of 450 mg / L the efficiency is only 22.06%. The removal of NH4-N reaches a maximum of 71.8%, then decreases with increasing phenol concentration; total phosphorus treatment efficiency is reduced with increasing phosphorus inflow. The USBF technology can be used to treat phenol in wastewater due to its advantages in operation and treatment capabilities.

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How to Cite

Le Ngoc, L. N. ., & vu Thi, V. T. . (2021). A study on treatment of phenol in wastewater with upflow sludge blanket filtration (USBF). Tạp Chí Vật liệu & Xây dựng - Bộ Xây dựng, 11(02), Trang 96 – Trang 98. https://doi.org/10.54772/jomc.2.2021.100

References

  1. G. Byrns (2001), “The fate of xenobiotic organic compounds in wastewater treatment plants”, Water Res. (35) 2523–2533
  2. R.J. Seviour, T. Mino, and M. Onuki (2003), “The microbiology of biological phosphorus removal in activated sludge systems, FEMS Microbiol”. Rev. 27, pp. 99–127.
  3. A. Oehmen, P.C. Lemos, G. Carvalaho, Z. Yuan, J. Kaller, L.L. Blakall, and M.A.M. Reis, (2007), “Advances in enhanced biological phosphorusremoval: From micro to macro scale”, Water Res. 41 (2007), pp. 2271–2300
  4. L.K. Wang, N.K. Shammas, and Y.T. Hung (2008), “Advanced Biological Treatment Processes, Humana Press”, New York, pp. 365–408.
  5. Trương Thanh Cảnh, Trần Công Tấn, Nguyễn Quỳnh Nga,Nguyễn Khoa Việt Trường (2006), “Nghiên cứu xử lý nước thải đô thị bằng công nghệ sinh học kết hợp lọc dòng ngược USBF, (The upflow sludge blanket filter)”, Tạp chí phát triển KH & CN, 9(7), tr 66-67.
  6. Moy, B. Y. P., Tay, J.H., Toh, S.K., Liu, Y. and Tay, S.T.L (2002), “High organic loading influences the physical characteristics of aerobic sludge granules”. Lett. Appl. Microbiol. 34:407-412
  7. APHA, (1998). “Standard Methods for the Examination of Water and Wastewater”, 20th ed., Washington, DC, USA số 7
  8. McCarty GW (1999), “Modes of action of nitrification inhibitors”. Biol Fertil Soils 1999;29:1–9.
  9. Stafford DA (1974). “The effect of phenols and heterocyclic bases on nitrification in activated sludge”. J Appl Bacteriol;37:75–82.
  10. G. Tchobanoglus, F.L. Burton, and H.D. Stensel (2003), “Wastewater Engineering: Treatment and Reuse”, 4th ed., McGraw-Hill, New York, pp. 799–816.
  11. H. Khorsandia, H. Movahedyanb, B. Binab and H. Farrokhzadehb (2011). “Innovative anaerobic/upflow sludge blanket filtration bioreactor for phosphorus removal from wastewater”. Environmental Technology Vol. 32, No.5, 499–506.
  12. A.H. Mahvi, R. Nabizadeh, M.H. Pishrafti, and Th. Zarei, Evaluation of single stage USBF in removal o nitrogen and phosphorus from wastewater, Eur. J. Sci. Res. 23 (2008), pp. 204–211