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Description: Book cover
OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES
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Description: Book cover
OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES

OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES

OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES

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Description: Book cover
OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES
Abstract
Existing plant capacity at Plant No. 2 of Orange County Sanitation District (OCSD) is limited by sludge bulking, which in turn limits the solids and hydraulic loads that can be applied to the secondary clarifiers. To address this issue, Orange County Sanitation District (OCSD) conducted an aeration basin selector zone feasibility study to evaluate the potential performance improvements and associated costs of implementing anaerobic selectors at the Plant 2 HPO secondary treatment system. An evaluation of alternatives for improving the performance and efficiency of the high-purity oxygen (HPO) activated sludge secondary treatment system was completed. Subsequently, the plant operations staff has made operational changes which resulted in significant improvements in sludge settling quality. These operational changes places the plant at a unique position where low solids retention time (SRT) is used as the means for controlling sludge bulking without impacting the plant performance.
Existing plant capacity at Plant No. 2 of Orange County Sanitation District (OCSD) is limited by sludge bulking, which in turn limits the solids and hydraulic loads that can be applied to the secondary clarifiers. To address this issue, Orange County Sanitation District (OCSD) conducted an aeration basin selector zone feasibility study to evaluate the potential performance improvements and...
Author(s)
Zeynep K. ErdalBob OotenKathy MilleaMichelle HetheringtonGlen T. DaiggerMike WalkowiakLinda FergusonSava NedicDavid Jenkins
SourceProceedings of the Water Environment Federation
SubjectSession 3: Optimization and Modeling
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2004
ISSN1938-6478
SICI1938-6478(20040101)2004:16L.237;1-
DOI10.2175/193864704784147313
Volume / Issue2004 / 16
Content sourceWEFTEC
First / last page(s)237 - 251
Copyright2004
Word count155

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Description: Book cover
OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES
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Description: Book cover
OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES
Abstract
Existing plant capacity at Plant No. 2 of Orange County Sanitation District (OCSD) is limited by sludge bulking, which in turn limits the solids and hydraulic loads that can be applied to the secondary clarifiers. To address this issue, Orange County Sanitation District (OCSD) conducted an aeration basin selector zone feasibility study to evaluate the potential performance improvements and associated costs of implementing anaerobic selectors at the Plant 2 HPO secondary treatment system. An evaluation of alternatives for improving the performance and efficiency of the high-purity oxygen (HPO) activated sludge secondary treatment system was completed. Subsequently, the plant operations staff has made operational changes which resulted in significant improvements in sludge settling quality. These operational changes places the plant at a unique position where low solids retention time (SRT) is used as the means for controlling sludge bulking without impacting the plant performance.
Existing plant capacity at Plant No. 2 of Orange County Sanitation District (OCSD) is limited by sludge bulking, which in turn limits the solids and hydraulic loads that can be applied to the secondary clarifiers. To address this issue, Orange County Sanitation District (OCSD) conducted an aeration basin selector zone feasibility study to evaluate the potential performance improvements and...
Author(s)
Zeynep K. ErdalBob OotenKathy MilleaMichelle HetheringtonGlen T. DaiggerMike WalkowiakLinda FergusonSava NedicDavid Jenkins
SourceProceedings of the Water Environment Federation
SubjectSession 3: Optimization and Modeling
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2004
ISSN1938-6478
SICI1938-6478(20040101)2004:16L.237;1-
DOI10.2175/193864704784147313
Volume / Issue2004 / 16
Content sourceWEFTEC
First / last page(s)237 - 251
Copyright2004
Word count155

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Zeynep K. Erdal# Bob Ooten# Kathy Millea# Michelle Hetherington# Glen T. Daigger# Mike Walkowiak# Linda Ferguson# Sava Nedic# David Jenkins. OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 26 Aug. 2025. <https://www.accesswater.org?id=-291040CITANCHOR>.
Zeynep K. Erdal# Bob Ooten# Kathy Millea# Michelle Hetherington# Glen T. Daigger# Mike Walkowiak# Linda Ferguson# Sava Nedic# David Jenkins. OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed August 26, 2025. https://www.accesswater.org/?id=-291040CITANCHOR.
Zeynep K. Erdal# Bob Ooten# Kathy Millea# Michelle Hetherington# Glen T. Daigger# Mike Walkowiak# Linda Ferguson# Sava Nedic# David Jenkins
OPERATION OF A HIGH PURITY OXYGEN SYSTEM AT MINIMAL SOLIDS RETENTION TIMES
Access Water
Water Environment Federation
December 22, 2018
August 26, 2025
https://www.accesswater.org/?id=-291040CITANCHOR