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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...
Autores principales: | , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Tehran University of Medical Sciences
2010
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3481763/ https://www.ncbi.nlm.nih.gov/pubmed/23113000 |
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author | Mesdaghinia, AR Mahvi, AH Saeedi, R Pishrafti, H |
author_facet | Mesdaghinia, AR Mahvi, AH Saeedi, R Pishrafti, H |
author_sort | Mesdaghinia, AR |
collection | PubMed |
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, BOD(5)= 250 mg/l and TSS= 1 mg/l). RESULTS: On the average, the treatment system was capable to remove 82.2% of the BOD(5) 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. |
format | Online Article Text |
id | pubmed-3481763 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2010 |
publisher | Tehran University of Medical Sciences |
record_format | MEDLINE/PubMed |
spelling | pubmed-34817632012-10-30 Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process Mesdaghinia, AR Mahvi, AH Saeedi, R Pishrafti, H Iran J Public Health Original Article 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, BOD(5)= 250 mg/l and TSS= 1 mg/l). RESULTS: On the average, the treatment system was capable to remove 82.2% of the BOD(5) 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. Tehran University of Medical Sciences 2010-06-30 /pmc/articles/PMC3481763/ /pubmed/23113000 Text en Copyright © Iranian Public Health Association & Tehran University of Medical Sciences http://creativecommons.org/licenses/by-nc/3.0/ This is an open-access article distributed under the terms of the Creative Commons Attribution NonCommercial 3.0 License (CC BY-NC 3.0), which allows users to read, copy, distribute and make derivative works for non-commercial purposes from the material, as long as the author of the original work is cited properly. |
spellingShingle | Original Article Mesdaghinia, AR Mahvi, AH Saeedi, R Pishrafti, H Upflow Sludge Blanket Filtration (USBF): an Innovative Technology in Activated Sludge Process |
title | 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_short | 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 |
topic | Original Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3481763/ https://www.ncbi.nlm.nih.gov/pubmed/23113000 |
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