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Description: Optimization Strategies: BOD to N-removal - OCSD Case Study
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Description: Optimization Strategies: BOD to N-removal - OCSD Case Study
Optimization Strategies: BOD to N-removal - OCSD Case Study

Optimization Strategies: BOD to N-removal - OCSD Case Study

Optimization Strategies: BOD to N-removal - OCSD Case Study

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Description: Optimization Strategies: BOD to N-removal - OCSD Case Study
Optimization Strategies: BOD to N-removal - OCSD Case Study
Abstract
The Orange County Sanitation District (OCSD) modified their activated sludge operation from biochemical oxygen demand (BOD) to nitrification-denitrification (NDN) mode to reduce ammonia discharged and sent to the Groundwater Replenishment System (GWRS) operated by Orange County Water District. Aggressive design criteria could be used since there are no regulatory requirement to meet effluent standards while maintaining stable performance. The conversion to NDN was successfully implemented at modest cost and modifications to existing facilities, without adding new aeration basin volume. Aeration basins were reconfigured to achieve stable nitrification and denitrification. Two new clarifiers increased the total number of available clarifiers to 26. Complete nitrification is achieved and settleability improved dramatically. An economic comparison showed that the combined energy (blower plus pumping) and thickening chemical costs for BOD and NDN modes are the same.
The Orange County Sanitation District (OCSD) modified their activated sludge operation from biochemical oxygen demand (BOD) to nitrification-denitrification (NDN) mode to reduce ammonia discharged and sent to the Groundwater Replenishment System (GWRS) operated by Orange County Water District. Aggressive design criteria could be used since there are no regulatory requirement to meet effluent standards while maintaining stable performance. The conversion to NDN was successfully implemented at modest cost and modifications to existing facilities, without adding new aeration basin volume. Aeration basins were reconfigured to achieve stable nitrification and denitrification. Two new clarifiers increased the total number of available clarifiers to 26. Complete nitrification is achieved and settleability improved dramatically. An economic comparison showed that the combined energy (blower plus pumping) and thickening chemical costs for BOD and NDN modes are the same.
SpeakerNeethling, JB
Presentation time
10:20:00
10:35:00
Session time
08:30:00
12:00:00
SessionStrategies to Optimize WRRFs for Nutrient Removal
Session number510
TopicNutrients, Research and Innovation
TopicNutrients, Research and Innovation
Author(s)
J. NeethlingM. HetheringtonJ. Neethling
Author(s)J. Neethling1; M. Hetherington2; J. Neethling1;
Author affiliation(s)HDR, CA1; Orange County Sanitation District, CA2
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2020
DOI10.2175/193864718825157509
Volume / Issue
Content sourceWEFTEC
Copyright2020
Word count10

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Description: Optimization Strategies: BOD to N-removal - OCSD Case Study
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Description: Optimization Strategies: BOD to N-removal - OCSD Case Study
Optimization Strategies: BOD to N-removal - OCSD Case Study
Abstract
The Orange County Sanitation District (OCSD) modified their activated sludge operation from biochemical oxygen demand (BOD) to nitrification-denitrification (NDN) mode to reduce ammonia discharged and sent to the Groundwater Replenishment System (GWRS) operated by Orange County Water District. Aggressive design criteria could be used since there are no regulatory requirement to meet effluent standards while maintaining stable performance. The conversion to NDN was successfully implemented at modest cost and modifications to existing facilities, without adding new aeration basin volume. Aeration basins were reconfigured to achieve stable nitrification and denitrification. Two new clarifiers increased the total number of available clarifiers to 26. Complete nitrification is achieved and settleability improved dramatically. An economic comparison showed that the combined energy (blower plus pumping) and thickening chemical costs for BOD and NDN modes are the same.
The Orange County Sanitation District (OCSD) modified their activated sludge operation from biochemical oxygen demand (BOD) to nitrification-denitrification (NDN) mode to reduce ammonia discharged and sent to the Groundwater Replenishment System (GWRS) operated by Orange County Water District. Aggressive design criteria could be used since there are no regulatory requirement to meet effluent standards while maintaining stable performance. The conversion to NDN was successfully implemented at modest cost and modifications to existing facilities, without adding new aeration basin volume. Aeration basins were reconfigured to achieve stable nitrification and denitrification. Two new clarifiers increased the total number of available clarifiers to 26. Complete nitrification is achieved and settleability improved dramatically. An economic comparison showed that the combined energy (blower plus pumping) and thickening chemical costs for BOD and NDN modes are the same.
SpeakerNeethling, JB
Presentation time
10:20:00
10:35:00
Session time
08:30:00
12:00:00
SessionStrategies to Optimize WRRFs for Nutrient Removal
Session number510
TopicNutrients, Research and Innovation
TopicNutrients, Research and Innovation
Author(s)
J. NeethlingM. HetheringtonJ. Neethling
Author(s)J. Neethling1; M. Hetherington2; J. Neethling1;
Author affiliation(s)HDR, CA1; Orange County Sanitation District, CA2
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2020
DOI10.2175/193864718825157509
Volume / Issue
Content sourceWEFTEC
Copyright2020
Word count10

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J. Neethling# M. Hetherington# J. Neethling#. Optimization Strategies: BOD to N-removal - OCSD Case Study. Water Environment Federation, 2020. Web. 17 Jun. 2025. <https://www.accesswater.org?id=-10028607CITANCHOR>.
J. Neethling# M. Hetherington# J. Neethling#. Optimization Strategies: BOD to N-removal - OCSD Case Study. Water Environment Federation, 2020. Accessed June 17, 2025. https://www.accesswater.org/?id=-10028607CITANCHOR.
J. Neethling# M. Hetherington# J. Neethling#
Optimization Strategies: BOD to N-removal - OCSD Case Study
Access Water
Water Environment Federation
October 7, 2020
June 17, 2025
https://www.accesswater.org/?id=-10028607CITANCHOR