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...
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Tehran University of Medical Sciences
2010-06-01
|
Series: | Iranian Journal of Public Health |
Subjects: | |
Online Access: | https://ijph.tums.ac.ir/index.php/ijph/article/view/3110 |
id |
doaj-7457a269eaa44301b4c3ef64cc77f7a1 |
---|---|
record_format |
Article |
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 |
work_keys_str_mv |
AT armesdaghinia upflowsludgeblanketfiltrationusbfaninnovativetechnologyinactivatedsludgeprocess AT ahmahvi upflowsludgeblanketfiltrationusbfaninnovativetechnologyinactivatedsludgeprocess AT rsaeedi upflowsludgeblanketfiltrationusbfaninnovativetechnologyinactivatedsludgeprocess AT hpishrafti upflowsludgeblanketfiltrationusbfaninnovativetechnologyinactivatedsludgeprocess |
_version_ |
1724403599390277632 |