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Description: Book cover
Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems
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Description: Book cover
Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems

Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems

Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems

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Description: Book cover
Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems
Abstract
Fine-pore diffusers are the most common aeration systems in municipal wastewater treatment. Punched polymeric membranes are often used in fine-pore aeration due to their advantageous initial performance. These membranes are subject to fouling and scaling, resulting in increased headloss and reduced oxygen transfer efficiency, both contributing to increase plant energy costs. This paper describes and discusses the change in material properties for polymeric fine-pore diffusers, comparing new and used membranes. Three different diffuser technologies were tested and sample diffusers from two wastewater treatment facilities were analyzed. The polymeric membranes analyzed in this paper were composed of ethylene-propylene-diene (EPDM), polyurethane, and silicon. Transfer efficiency is consistently lower with longer times in operation, as older, dilated orifices produce larger bubbles, which are unfavorable to mass transfer. At the same time, headloss increases with time in operation, since membranes increase in rigidity and hardness, and fouling and scaling phenomena occur at the orifice opening. Evidence here reported shows the change in polymer properties and our laboratory test results correlate these changes with the decrease of oxygen transfer efficiency.
Fine-pore diffusers are the most common aeration systems in municipal wastewater treatment. Punched polymeric membranes are often used in fine-pore aeration due to their advantageous initial performance. These membranes are subject to fouling and scaling, resulting in increased headloss and reduced oxygen transfer efficiency, both contributing to increase plant energy costs. This paper describes...
Author(s)
Diego RossoJudy LibraWolfgang WieheShao-Yuan LeuMichael K. Stenstrom
SourceProceedings of the Water Environment Federation
SubjectSession 101: Energy: Efficiency and Recovery
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2007
ISSN1938-6478
SICI1938-6478(20071001)2007:9L.7944;1-
DOI10.2175/193864707786861928
Volume / Issue2007 / 9
Content sourceWEFTEC
First / last page(s)7944 - 7958
Copyright2007
Word count188
Subject keywordsAERATIONEFFICIENCYFINE-PORE DIFFUSERHEADLOSSMEMBRANEOXYGEN TRANSFER

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Description: Book cover
Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems
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Description: Book cover
Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems
Abstract
Fine-pore diffusers are the most common aeration systems in municipal wastewater treatment. Punched polymeric membranes are often used in fine-pore aeration due to their advantageous initial performance. These membranes are subject to fouling and scaling, resulting in increased headloss and reduced oxygen transfer efficiency, both contributing to increase plant energy costs. This paper describes and discusses the change in material properties for polymeric fine-pore diffusers, comparing new and used membranes. Three different diffuser technologies were tested and sample diffusers from two wastewater treatment facilities were analyzed. The polymeric membranes analyzed in this paper were composed of ethylene-propylene-diene (EPDM), polyurethane, and silicon. Transfer efficiency is consistently lower with longer times in operation, as older, dilated orifices produce larger bubbles, which are unfavorable to mass transfer. At the same time, headloss increases with time in operation, since membranes increase in rigidity and hardness, and fouling and scaling phenomena occur at the orifice opening. Evidence here reported shows the change in polymer properties and our laboratory test results correlate these changes with the decrease of oxygen transfer efficiency.
Fine-pore diffusers are the most common aeration systems in municipal wastewater treatment. Punched polymeric membranes are often used in fine-pore aeration due to their advantageous initial performance. These membranes are subject to fouling and scaling, resulting in increased headloss and reduced oxygen transfer efficiency, both contributing to increase plant energy costs. This paper describes...
Author(s)
Diego RossoJudy LibraWolfgang WieheShao-Yuan LeuMichael K. Stenstrom
SourceProceedings of the Water Environment Federation
SubjectSession 101: Energy: Efficiency and Recovery
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2007
ISSN1938-6478
SICI1938-6478(20071001)2007:9L.7944;1-
DOI10.2175/193864707786861928
Volume / Issue2007 / 9
Content sourceWEFTEC
First / last page(s)7944 - 7958
Copyright2007
Word count188
Subject keywordsAERATIONEFFICIENCYFINE-PORE DIFFUSERHEADLOSSMEMBRANEOXYGEN TRANSFER

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Diego Rosso# Judy Libra# Wolfgang Wiehe# Shao-Yuan Leu# Michael K. Stenstrom. Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems. Water Environment Federation, 2018. Web. 6 Jun. 2025. <https://www.accesswater.org?id=-294788CITANCHOR>.
Diego Rosso# Judy Libra# Wolfgang Wiehe# Shao-Yuan Leu# Michael K. Stenstrom. Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems. Water Environment Federation, 2018. Accessed June 6, 2025. https://www.accesswater.org/?id=-294788CITANCHOR.
Diego Rosso# Judy Libra# Wolfgang Wiehe# Shao-Yuan Leu# Michael K. Stenstrom
Time-Variations of Transfer Efficiency and Headloss for Fine-Pore Membrane Diffusers in Aeration Systems
Access Water
Water Environment Federation
December 22, 2018
June 6, 2025
https://www.accesswater.org/?id=-294788CITANCHOR