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Description: Book cover
Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility
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Description: Book cover
Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility

Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility

Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility

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Description: Book cover
Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility
Abstract
The managers of a Study Facility, located in Florida, funded a research project to determine the feasibility of various treatment scenarios to control disinfection by-product (DBPs) formation, specifically bromodichloromethane (BDCM), during the chlorination disinfection process.Bench testing of the_secondary effluent showed that the primary water quality parameters that contributed to excessive BDCM formation were TOC and bromide. The TOC in the secondary effluent varied between 10-13 mg/L and the bromide varied between 400-500 μg/L. The results of bench scale tests indicated minor modifications to the current disinfection processes would not yield sufficient DBPs reductions to meet proposed regulatory limits.As a result, an evaluation of alternative disinfectants including ozone (O3), ultraviolet (UV) light and chlorine dioxide (ClO2) was carried out in order to provide the most feasible solution for the mitigation of the DBPs at the Study Facility.
The managers of a Study Facility, located in Florida, funded a research project to determine the feasibility of various treatment scenarios to control disinfection by-product (DBPs) formation, specifically bromodichloromethane (BDCM), during the chlorination disinfection process.Bench testing of the_secondary effluent showed that the primary water quality parameters that contributed to excessive...
Author(s)
Zuhal ÖztürkChandra MysoreRobert K. RaceBrian StittDon McCullersDorian Modjeski
SourceProceedings of the Water Environment Federation
SubjectSession 30: Water Reuse Disinfection: Standards, Practice and Byproduct Control
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2010
ISSN1938-6478
SICI1938-6478(20100101)2010:16L.1792;1-
DOI10.2175/193864710798158599
Volume / Issue2010 / 16
Content sourceWEFTEC
First / last page(s)1792 - 1816
Copyright2010
Word count147
Subject keywordsBromodichloromethaneDBP mitigationresidual chlorinetotal organic carbonoptimized coagulationalternative disinfectantsUV treatment

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Description: Book cover
Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility
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Description: Book cover
Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility
Abstract
The managers of a Study Facility, located in Florida, funded a research project to determine the feasibility of various treatment scenarios to control disinfection by-product (DBPs) formation, specifically bromodichloromethane (BDCM), during the chlorination disinfection process.Bench testing of the_secondary effluent showed that the primary water quality parameters that contributed to excessive BDCM formation were TOC and bromide. The TOC in the secondary effluent varied between 10-13 mg/L and the bromide varied between 400-500 μg/L. The results of bench scale tests indicated minor modifications to the current disinfection processes would not yield sufficient DBPs reductions to meet proposed regulatory limits.As a result, an evaluation of alternative disinfectants including ozone (O3), ultraviolet (UV) light and chlorine dioxide (ClO2) was carried out in order to provide the most feasible solution for the mitigation of the DBPs at the Study Facility.
The managers of a Study Facility, located in Florida, funded a research project to determine the feasibility of various treatment scenarios to control disinfection by-product (DBPs) formation, specifically bromodichloromethane (BDCM), during the chlorination disinfection process.Bench testing of the_secondary effluent showed that the primary water quality parameters that contributed to excessive...
Author(s)
Zuhal ÖztürkChandra MysoreRobert K. RaceBrian StittDon McCullersDorian Modjeski
SourceProceedings of the Water Environment Federation
SubjectSession 30: Water Reuse Disinfection: Standards, Practice and Byproduct Control
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2010
ISSN1938-6478
SICI1938-6478(20100101)2010:16L.1792;1-
DOI10.2175/193864710798158599
Volume / Issue2010 / 16
Content sourceWEFTEC
First / last page(s)1792 - 1816
Copyright2010
Word count147
Subject keywordsBromodichloromethaneDBP mitigationresidual chlorinetotal organic carbonoptimized coagulationalternative disinfectantsUV treatment

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Zuhal Öztürk# Chandra Mysore# Robert K. Race# Brian Stitt# Don McCullers# Dorian Modjeski. Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 1 Jul. 2025. <https://www.accesswater.org?id=-297510CITANCHOR>.
Zuhal Öztürk# Chandra Mysore# Robert K. Race# Brian Stitt# Don McCullers# Dorian Modjeski. Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed July 1, 2025. https://www.accesswater.org/?id=-297510CITANCHOR.
Zuhal Öztürk# Chandra Mysore# Robert K. Race# Brian Stitt# Don McCullers# Dorian Modjeski
Mitigation of Disinfection Byproduct Formation in a Municipal Wastewater Reclamation Facility
Access Water
Water Environment Federation
December 22, 2018
July 1, 2025
https://www.accesswater.org/?id=-297510CITANCHOR