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Description: Book cover
Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control
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Description: Book cover
Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control

Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control

Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control

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Description: Book cover
Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control
Abstract
The need for reliable and rapid process control options in wastewater treatment for ocean discharging facilities is perhaps equal only in importance to the perceived need to maintain compliance with their NPDES effluent discharge limits. Thus the laboratory at the ocean discharging facility of the City of Santa Cruz's WWTF, in cooperation with the California Regional Water Quality Control Board at San Luis Obispo, developed equations that express the long-term relationship between TOC and BOD measurements in the Influent and Effluent of the facility. The 2-year study culminated in the development of the following changes to the facility's NPDES limits:The 30 day limit of 30 mg/L of BOD in the effluent with its site-specific equivalent of 15.5 mg/L of TOC.Replacing the 7 day average limit of 45 mg/L of BOD in the effluent with its specific equivalent of 25 mg/L of TOC. AndReplacing the 30 day minimum BOD removal of 85% with its site-specific equivalent of 70% TOC Removal.This study covered the typical wasteload (BOD/TOC) characteristics and the operational practices at the City of Santa Cruz WWTF from May 2005 through November 2006 to meet a standard definition of long-term requirement for the conversion exercise specified at 40CFR133.104(b).This presentation will discuss data and the equations derived for establishing the numeric equivalence between individual BOD control limits to their TOC control limits. In addition, a graph was developed for the use of operators to convert the legacyBOD values to TOC for process control activities.The effective realization of TOC equivalence for BOD at a secondary wastewater treatment plant improves the options for rapid process control, and cost effective compliance measurement. Thefollowing are tables of data and graphs developed for the transformation of the facility's NPDES effluent limits and process control options.
The need for reliable and rapid process control options in wastewater treatment for ocean discharging facilities is perhaps equal only in importance to the perceived need to maintain compliance with their NPDES effluent discharge limits. Thus the laboratory at the ocean discharging facility of the City of Santa Cruz's WWTF, in cooperation with the California Regional Water Quality Control Board at...
Author(s)
Akin BabatolaTianfei Xu
SourceProceedings of the Water Environment Federation
SubjectSession 72 - Methods for Optimizing Wastewater Treatment Plant Processes and Permit Compliance
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2009
ISSN1938-6478
SICI1938-6478(20090101)2009:11L.4781;1-
DOI10.2175/193864709793952044
Volume / Issue2009 / 11
Content sourceWEFTEC
First / last page(s)4781 - 4791
Copyright2009
Word count311
Subject keywordsNPDESTOCBODSite-specific

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Description: Book cover
Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control
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Description: Book cover
Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control
Abstract
The need for reliable and rapid process control options in wastewater treatment for ocean discharging facilities is perhaps equal only in importance to the perceived need to maintain compliance with their NPDES effluent discharge limits. Thus the laboratory at the ocean discharging facility of the City of Santa Cruz's WWTF, in cooperation with the California Regional Water Quality Control Board at San Luis Obispo, developed equations that express the long-term relationship between TOC and BOD measurements in the Influent and Effluent of the facility. The 2-year study culminated in the development of the following changes to the facility's NPDES limits:The 30 day limit of 30 mg/L of BOD in the effluent with its site-specific equivalent of 15.5 mg/L of TOC.Replacing the 7 day average limit of 45 mg/L of BOD in the effluent with its specific equivalent of 25 mg/L of TOC. AndReplacing the 30 day minimum BOD removal of 85% with its site-specific equivalent of 70% TOC Removal.This study covered the typical wasteload (BOD/TOC) characteristics and the operational practices at the City of Santa Cruz WWTF from May 2005 through November 2006 to meet a standard definition of long-term requirement for the conversion exercise specified at 40CFR133.104(b).This presentation will discuss data and the equations derived for establishing the numeric equivalence between individual BOD control limits to their TOC control limits. In addition, a graph was developed for the use of operators to convert the legacyBOD values to TOC for process control activities.The effective realization of TOC equivalence for BOD at a secondary wastewater treatment plant improves the options for rapid process control, and cost effective compliance measurement. Thefollowing are tables of data and graphs developed for the transformation of the facility's NPDES effluent limits and process control options.
The need for reliable and rapid process control options in wastewater treatment for ocean discharging facilities is perhaps equal only in importance to the perceived need to maintain compliance with their NPDES effluent discharge limits. Thus the laboratory at the ocean discharging facility of the City of Santa Cruz's WWTF, in cooperation with the California Regional Water Quality Control Board at...
Author(s)
Akin BabatolaTianfei Xu
SourceProceedings of the Water Environment Federation
SubjectSession 72 - Methods for Optimizing Wastewater Treatment Plant Processes and Permit Compliance
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2009
ISSN1938-6478
SICI1938-6478(20090101)2009:11L.4781;1-
DOI10.2175/193864709793952044
Volume / Issue2009 / 11
Content sourceWEFTEC
First / last page(s)4781 - 4791
Copyright2009
Word count311
Subject keywordsNPDESTOCBODSite-specific

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Akin Babatola# Tianfei Xu. Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 4 Jul. 2025. <https://www.accesswater.org?id=-296055CITANCHOR>.
Akin Babatola# Tianfei Xu. Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed July 4, 2025. https://www.accesswater.org/?id=-296055CITANCHOR.
Akin Babatola# Tianfei Xu
Laboratory Development of Site-specific Equations for BOD to TOC Conversion and Application in NPDES and Treatment Processes Control
Access Water
Water Environment Federation
December 22, 2018
July 4, 2025
https://www.accesswater.org/?id=-296055CITANCHOR