Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process

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 floc...

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Main Authors: AR Mesdaghinia, AH Mahvi, R Saeedi, H Pishrafti
Format: Article
Language:English
Published: Tehran University of Medical Sciences 2010-06-01
Series:Iranian Journal of Public Health
Subjects:
COD
Online Access:https://ijph.tums.ac.ir/index.php/ijph/article/view/3110
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spelling doaj-7457a269eaa44301b4c3ef64cc77f7a12020-12-02T18:35:22ZengTehran University of Medical SciencesIranian Journal of Public Health2251-60852251-60932010-06-01392Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge ProcessAR Mesdaghinia0AH Mahvi1R Saeedi2H Pishrafti 3 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. https://ijph.tums.ac.ir/index.php/ijph/article/view/3110Domestic wastewaterTreatmentUSBF processBOD5COD
collection DOAJ
language English
format Article
sources DOAJ
author AR Mesdaghinia
AH Mahvi
R Saeedi
H Pishrafti
spellingShingle AR Mesdaghinia
AH Mahvi
R Saeedi
H Pishrafti
Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process
Iranian Journal of Public Health
Domestic wastewater
Treatment
USBF process
BOD5
COD
author_facet AR Mesdaghinia
AH Mahvi
R Saeedi
H Pishrafti
author_sort AR Mesdaghinia
title Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process
title_short Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process
title_full Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process
title_fullStr Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process
title_full_unstemmed Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process
title_sort upflow sludge blanket filtration (usbf): an innovative technology in activated sludge process
publisher Tehran University of Medical Sciences
series Iranian Journal of Public Health
issn 2251-6085
2251-6093
publishDate 2010-06-01
description 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.
topic Domestic wastewater
Treatment
USBF process
BOD5
COD
url https://ijph.tums.ac.ir/index.php/ijph/article/view/3110
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AT rsaeedi upflowsludgeblanketfiltrationusbfaninnovativetechnologyinactivatedsludgeprocess
AT hpishrafti upflowsludgeblanketfiltrationusbfaninnovativetechnologyinactivatedsludgeprocess
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