Majallah-i Dānishgāh-i ̒Ulūm-i Pizishkī-i Qum (Mar 2010)

Elimination of Suspended Solids from Aerated Lagoon Effluent by Horizontal Roughing Filter

  • Khazaei M,
  • Nabizadeh R,
  • Naddafi K,
  • Noorieh N,
  • Omidi Oskouei A.R

Journal volume & issue
Vol. 4, no. 1
pp. 42 – 47

Abstract

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Background and Objectives: Horizontal roughing filters (HRF) can properly remove suspended solids and microorganisms from surface water resources, especially on filtration rates less than 1.5 m/h. This research was aimed at suspended solid removal efficiency of HRF during secondary wastewater effluent filtration. Methods: This experimental study was conducted by installing an HRF pilot system on effluent pumping station of Qom wastewater treatment plant based on aerated lagoon process. The pilot was a horizontal cylindrical column consisting of three compartments filled with river gravels in various sizes. Grab samples were simultaneously taken from HRF inlet and outlet in three filtration rates: 0.5, 1, and 1.5m/hResults: The results indicated that filtration rate had a significant effect on the amount of total suspended solids in HRF effluent. During optimum operation of HRF, removal efficiencies of three filtration rates (0.5, 1, and 1.5 m/h) were 78.5, 63.1, and 66.9, respectively.Conclusion: T-test analysis indicated that with a significance difference, outlet effluent from HRF in all three flow rates met the standard requirements of Iran Environmental Protection Agency for irrigation and discharge to surface water.

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