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Description: W14-Proceedings
Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications
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Description: W14-Proceedings
Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications

Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications

Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications

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Description: W14-Proceedings
Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications
Abstract
In the design and planning of oxidation ditch systems, there is an observed effect of aeration performance with respect to the horizontal flow of water generated by mixers. This effect can be positive or negative. Reports have shown that horizontal flow of water can increase the oxygen transfer rate of the aeration system, but at the expense of additional power from the mixers (Fayolle 2011). Alternately, a high intensity aeration zone in combination with horizontal flow mixers can also create negative effects to oxygen transfer rate if not designed correctly. Exceeding a design limit on aeration intensity can result in reduced efficiency of oxygen transfer as well as create challenges to maintain a minimum horizontal water velocity by the mixers. This paper identifies some of the key variables which affect the oxygen transfer rate, and explains how these variables can be used to ensure a proper design of the diffused aeration system.
In the design and planning of oxidation ditch systems, there is an observed effect of aeration performance with respect to the horizontal flow of water generated by mixers. This effect can be positive or negative. Reports have shown that horizontal flow of water can increase the oxygen transfer rate of the aeration system, but at the expense of additional power from the mixers (Fayolle 2011)....
Author(s)
David WilkinsonChuck TharpRandall C ChannAndries Visser
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2014
ISSN1938-6478
DOI10.2175/193864714815940767
Volume / Issue2014 / 16
Content sourceWEFTEC
Copyright2014
Word count168

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Description: W14-Proceedings
Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications
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Description: W14-Proceedings
Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications
Abstract
In the design and planning of oxidation ditch systems, there is an observed effect of aeration performance with respect to the horizontal flow of water generated by mixers. This effect can be positive or negative. Reports have shown that horizontal flow of water can increase the oxygen transfer rate of the aeration system, but at the expense of additional power from the mixers (Fayolle 2011). Alternately, a high intensity aeration zone in combination with horizontal flow mixers can also create negative effects to oxygen transfer rate if not designed correctly. Exceeding a design limit on aeration intensity can result in reduced efficiency of oxygen transfer as well as create challenges to maintain a minimum horizontal water velocity by the mixers. This paper identifies some of the key variables which affect the oxygen transfer rate, and explains how these variables can be used to ensure a proper design of the diffused aeration system.
In the design and planning of oxidation ditch systems, there is an observed effect of aeration performance with respect to the horizontal flow of water generated by mixers. This effect can be positive or negative. Reports have shown that horizontal flow of water can increase the oxygen transfer rate of the aeration system, but at the expense of additional power from the mixers (Fayolle 2011)....
Author(s)
David WilkinsonChuck TharpRandall C ChannAndries Visser
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2014
ISSN1938-6478
DOI10.2175/193864714815940767
Volume / Issue2014 / 16
Content sourceWEFTEC
Copyright2014
Word count168

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David Wilkinson# Chuck Tharp# Randall C Chann# Andries Visser. Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 7 Jun. 2025. <https://www.accesswater.org?id=-282353CITANCHOR>.
David Wilkinson# Chuck Tharp# Randall C Chann# Andries Visser. Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 7, 2025. https://www.accesswater.org/?id=-282353CITANCHOR.
David Wilkinson# Chuck Tharp# Randall C Chann# Andries Visser
Oxidation Ditch Velocity and Resultant Oxygen Transfer Capacity for Combined Diffused Aeration and Horizontal Mixer Applications
Access Water
Water Environment Federation
December 22, 2018
June 7, 2025
https://www.accesswater.org/?id=-282353CITANCHOR