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Description: Book cover
OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER
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Description: Book cover
OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER

OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER

OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER

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Description: Book cover
OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER
Abstract
The mass-transfer characteristics of a submerged-media biological aerated filter have been determined over a wide range of gas and liquid flow rates. The mass-transfer coefficients were measured using the nitrogen stripping method and were found to increase as both gas and liquid superficial velocities increase, with values ranging from approximately 80 to 500 h−1. Dynamic gas holdup was determined as the difference between total and stagnant gas holdup. The stagnant holdup was constant at about 4%, while the dynamic holdup increased from about 1% at the lowest gas flow rate to 3% at the highest gas flow rate. Further experiments will be conducted to determine the temperature dependence of the mass-transfer coefficient as well as the “dirty-water” correction factors. In the longer term, the biological uptake rate of oxygen from the water will also be measured. By evaluating the rates of oxygen supply and demand in the BAF, the rate-limiting process can be identified, and the knowledge used to optimize system performance.
The mass-transfer characteristics of a submerged-media biological aerated filter have been determined over a wide range of gas and liquid flow rates. The mass-transfer coefficients were measured using the nitrogen stripping method and were found to increase as both gas and liquid superficial velocities increase, with values ranging from approximately 80 to 500 h−1. Dynamic gas holdup was...
Author(s)
S. M. LeungJ. C. LittleT. HolstN. G. Love
SourceProceedings of the Water Environment Federation
SubjectSession 3 - Municipal Wastewater Treatment Processes Symposium: Fixed Film and Hybrid Treatment Systems
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2002
ISSN1938-6478
SICI1938-6478(20020101)2002:17L.264;1-
DOI10.2175/193864702784248782
Volume / Issue2002 / 17
Content sourceWEFTEC
First / last page(s)264 - 275
Copyright2002
Word count169

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Description: Book cover
OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER
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Description: Book cover
OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER
Abstract
The mass-transfer characteristics of a submerged-media biological aerated filter have been determined over a wide range of gas and liquid flow rates. The mass-transfer coefficients were measured using the nitrogen stripping method and were found to increase as both gas and liquid superficial velocities increase, with values ranging from approximately 80 to 500 h−1. Dynamic gas holdup was determined as the difference between total and stagnant gas holdup. The stagnant holdup was constant at about 4%, while the dynamic holdup increased from about 1% at the lowest gas flow rate to 3% at the highest gas flow rate. Further experiments will be conducted to determine the temperature dependence of the mass-transfer coefficient as well as the “dirty-water” correction factors. In the longer term, the biological uptake rate of oxygen from the water will also be measured. By evaluating the rates of oxygen supply and demand in the BAF, the rate-limiting process can be identified, and the knowledge used to optimize system performance.
The mass-transfer characteristics of a submerged-media biological aerated filter have been determined over a wide range of gas and liquid flow rates. The mass-transfer coefficients were measured using the nitrogen stripping method and were found to increase as both gas and liquid superficial velocities increase, with values ranging from approximately 80 to 500 h−1. Dynamic gas holdup was...
Author(s)
S. M. LeungJ. C. LittleT. HolstN. G. Love
SourceProceedings of the Water Environment Federation
SubjectSession 3 - Municipal Wastewater Treatment Processes Symposium: Fixed Film and Hybrid Treatment Systems
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2002
ISSN1938-6478
SICI1938-6478(20020101)2002:17L.264;1-
DOI10.2175/193864702784248782
Volume / Issue2002 / 17
Content sourceWEFTEC
First / last page(s)264 - 275
Copyright2002
Word count169

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S. M. Leung# J. C. Little# T. Holst# N. G. Love. OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 29 Jun. 2025. <https://www.accesswater.org?id=-289115CITANCHOR>.
S. M. Leung# J. C. Little# T. Holst# N. G. Love. OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 29, 2025. https://www.accesswater.org/?id=-289115CITANCHOR.
S. M. Leung# J. C. Little# T. Holst# N. G. Love
OXYGEN TRANSFER IN A BIOLOGICAL AERATED FILTER
Access Water
Water Environment Federation
December 22, 2018
June 29, 2025
https://www.accesswater.org/?id=-289115CITANCHOR