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Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility
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Description: Book cover
Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility

Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility

Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility

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Description: Book cover
Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility
Abstract
The City of Hamilton, Ontario is faced with increasing pressure from growth and development, greater wet weather treatment needs, and stringent effluent targets. In order to address these challenges, the City of Hamilton initiated an ambitious program to identify alternative upgrade options for the Woodward Avenue WWTP. Two alternative treatment strategies were short-listed for further study. The first option, termed Parallel MBR / MF, included a more conventional style membrane facility with a MBR facility treating approximately half of the primary effluent in parallel with a membrane filtration facility filtering nitrified secondary effluent from the existing secondary treatment plant. The second option, termed Tertiary Nitrifying MBR or TMBR, involves installing a membrane bioreactor using feed consisting of non-nitrified secondary effluent from existing high rate secondary treatment plants. A detailed triple bottom line (Economic, Social, and Environmental) evaluation was carried out on the two alternatives. The evaluation revealed that the two options are very similar in most respects, with the exception of energy efficiency. More specifically, the T-MBR option was found to require significantly lower energy, primarily due to reduced oxygen demand and more efficient oxygen transfer characteristics within the MBR processes. Annual savings with T-MBR are expected to be 500K. In addition, the additional biogas production with T-MBR is expected to result in additional revenues approaching $600K annually. These factors drove the selection of the T-MBR strategy as the preferred alternative for the expansion of the Woodward Ave. WWTP.
The City of Hamilton, Ontario is faced with increasing pressure from growth and development, greater wet weather treatment needs, and stringent effluent targets. In order to address these challenges, the City of Hamilton initiated an ambitious program to identify alternative upgrade options for the Woodward Avenue WWTP. Two alternative treatment strategies were short-listed for further study. The...
Author(s)
T. A. ConstantineD. ChauvinJ. HelkaB. HookG. V. Crawford
SourceProceedings of the Water Environment Federation
SubjectSession 5: Limits of Technology
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2010
ISSN1938-6478
SICI1938-6478(20100101)2010:5L.230;1-
DOI10.2175/193864710798216800
Volume / Issue2010 / 5
Content sourceMembranes Conference
First / last page(s)230 - 237
Copyright2010
Word count252
Subject keywordsTertiary MBRnitrificationenergy efficiency

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Description: Book cover
Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility
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Description: Book cover
Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility
Abstract
The City of Hamilton, Ontario is faced with increasing pressure from growth and development, greater wet weather treatment needs, and stringent effluent targets. In order to address these challenges, the City of Hamilton initiated an ambitious program to identify alternative upgrade options for the Woodward Avenue WWTP. Two alternative treatment strategies were short-listed for further study. The first option, termed Parallel MBR / MF, included a more conventional style membrane facility with a MBR facility treating approximately half of the primary effluent in parallel with a membrane filtration facility filtering nitrified secondary effluent from the existing secondary treatment plant. The second option, termed Tertiary Nitrifying MBR or TMBR, involves installing a membrane bioreactor using feed consisting of non-nitrified secondary effluent from existing high rate secondary treatment plants. A detailed triple bottom line (Economic, Social, and Environmental) evaluation was carried out on the two alternatives. The evaluation revealed that the two options are very similar in most respects, with the exception of energy efficiency. More specifically, the T-MBR option was found to require significantly lower energy, primarily due to reduced oxygen demand and more efficient oxygen transfer characteristics within the MBR processes. Annual savings with T-MBR are expected to be 500K. In addition, the additional biogas production with T-MBR is expected to result in additional revenues approaching $600K annually. These factors drove the selection of the T-MBR strategy as the preferred alternative for the expansion of the Woodward Ave. WWTP.
The City of Hamilton, Ontario is faced with increasing pressure from growth and development, greater wet weather treatment needs, and stringent effluent targets. In order to address these challenges, the City of Hamilton initiated an ambitious program to identify alternative upgrade options for the Woodward Avenue WWTP. Two alternative treatment strategies were short-listed for further study. The...
Author(s)
T. A. ConstantineD. ChauvinJ. HelkaB. HookG. V. Crawford
SourceProceedings of the Water Environment Federation
SubjectSession 5: Limits of Technology
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2010
ISSN1938-6478
SICI1938-6478(20100101)2010:5L.230;1-
DOI10.2175/193864710798216800
Volume / Issue2010 / 5
Content sourceMembranes Conference
First / last page(s)230 - 237
Copyright2010
Word count252
Subject keywordsTertiary MBRnitrificationenergy efficiency

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T. A. Constantine# D. Chauvin# J. Helka# B. Hook# G. V. Crawford. Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 8 Jun. 2025. <https://www.accesswater.org?id=-297917CITANCHOR>.
T. A. Constantine# D. Chauvin# J. Helka# B. Hook# G. V. Crawford. Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 8, 2025. https://www.accesswater.org/?id=-297917CITANCHOR.
T. A. Constantine# D. Chauvin# J. Helka# B. Hook# G. V. Crawford
Process Evaluation and Selection for the 500 MLD Woodward Ave. WWTP Membrane Facility
Access Water
Water Environment Federation
December 22, 2018
June 8, 2025
https://www.accesswater.org/?id=-297917CITANCHOR