Title of article :
Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process
Author/Authors :
Mesdaghinia, AR Dept. of Environmental Health Engineering - School of Public Health and Center for Environmental Research - Tehran University of Medical Sciences , Mahvi, AH Dept. of Environmental Health Engineering - School of Public Health and Center for Environmental Research - Tehran University of Medical Sciences , Saeedi, R Dept. of Environmental Health Engineering - School of Public Health and Center for Environmental Research - Tehran University of Medical Sciences , Pishrafti, H Dept. of Environmental Health Engineering - School of Public Health and Center for Environmental Research - Tehran University of Medical Sciences
Abstract :
Background: A new biological domestic wastewater treatment process, which has been presented these days in activated
sludge modification, is Upflow Sludge Blanket Filtration (USBF). This process is aerobic and acts by using a sludge blanket
in the separator of sedimentation tank. All biological flocs and suspended solids, which are presented in the aeration basin,
pas through this blanket. The performance of a single stage USBF process for treatment of domestic wastewater was studied
in laboratory scale.
Methods: The pilot of USBF has been made from fiberglass and the main electromechanical equipments consisted of an air
compressor, a mixing device and two pumps for sludge return and wastewater injection. The wastewater samples used for the
experiments were prepared synthetically to have qualitative characteristics similar to a typical domestic wastewater (COD=
277 mg/l, BOD5= 250 mg/l and TSS= 1 mg/l).
Results: On the average, the treatment system was capable to remove 82.2% of the BOD5 and 85.7% of COD in 6 h hydraulic retention
time (HRT). At 2 h HRT BOD and COD removal efficiencies dramatically reduced to 50% and 46.5%, respectively.
Conclusion: Even by increasing the concentrations of pollutants to as high as 50%, the removal rates of all pollutants were
remained similar to the HRT of 6 h.
Keywords :
COD , BOD5 , Domestic wastewater , Treatment , USBF process
Journal title :
Astroparticle Physics