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THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION
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Description: Book cover
THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION

THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION

THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION

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Description: Book cover
THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION
Abstract
The paper describes the use of pilot testing, process modelling and a 20-year life-cycle cost analysis to optimize the sludge thickening equipment selection and anaerobic digester sizing for the large wastewater treatment facilities in the São Paulo Metropolitan Area. A model of a typical wastewater treatment plant was built using PRO2D, a steady state, whole plant simulator developed by CH2M HILL to perform complete wastewater treatment plant simulations and calculate full-plant mass balances. The model was calibrated using operating data from the 820 ML/d Barueri WWTP in São Paulo. Fifteen alternatives were developed which used different combinations of primary sludge thickening (gravity, rotary drum, gravity belt), and waste activated sludge thickening (dissolved air flotation, rotary drum, gravity belt, and centrifuge with and without polymer). The assumed thickening unit performance used as model inputs was based on experience at the Barueri WWTP, pilot testing, manufacturer's information and experience in similar applications elsewhere. The alternatives were compared using a 20-year life-cycle cost analysis. The results showed that the two alternatives with the lowest NPVs were those that combined mechanical primary sludge thickening (either by GBT or RDT), and centrifuge thickening of the waste activated sludge without polymer addition. This thickening strategy resulted in a significant reduction in the total anaerobic digester volumetric requirements, and a corresponding reduction in the capital and life-cycle costs. Approximately 50 percent of the NPV for the system consisted of the capital cost associated with the construction of the anaerobic digesters. This, in turn, made the life-cycle costs highly dependent on the performance of the primary sludge and WAS thickening units as poor sludge thickening mandated the construction of more digesters to provide the design HRT of 18 days at average annual flows and loads to the plant. Polymer costs for sludge thickening accounted for approximately 10 percent of total NPV over the 20-year period.
The paper describes the use of pilot testing, process modelling and a 20-year life-cycle cost analysis to optimize the sludge thickening equipment selection and anaerobic digester sizing for the large wastewater treatment facilities in the São Paulo Metropolitan Area. A model of a typical wastewater treatment plant was built using PRO2D, a steady state, whole plant simulator developed by...
Author(s)
Barry RabinowitzDeborah ElenterPaulo BeckerAmérico de Oliveira Sampaio
SourceProceedings of the Water Environment Federation
SubjectSession 68: Thickening and Processes to Improve Digestion
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2007
ISSN1938-6478
SICI1938-6478(20070101)2007:13L.5391;1-
DOI10.2175/193864707787969289
Volume / Issue2007 / 13
Content sourceWEFTEC
First / last page(s)5391 - 5405
Copyright2007
Word count318

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Description: Book cover
THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION
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Description: Book cover
THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION
Abstract
The paper describes the use of pilot testing, process modelling and a 20-year life-cycle cost analysis to optimize the sludge thickening equipment selection and anaerobic digester sizing for the large wastewater treatment facilities in the São Paulo Metropolitan Area. A model of a typical wastewater treatment plant was built using PRO2D, a steady state, whole plant simulator developed by CH2M HILL to perform complete wastewater treatment plant simulations and calculate full-plant mass balances. The model was calibrated using operating data from the 820 ML/d Barueri WWTP in São Paulo. Fifteen alternatives were developed which used different combinations of primary sludge thickening (gravity, rotary drum, gravity belt), and waste activated sludge thickening (dissolved air flotation, rotary drum, gravity belt, and centrifuge with and without polymer). The assumed thickening unit performance used as model inputs was based on experience at the Barueri WWTP, pilot testing, manufacturer's information and experience in similar applications elsewhere. The alternatives were compared using a 20-year life-cycle cost analysis. The results showed that the two alternatives with the lowest NPVs were those that combined mechanical primary sludge thickening (either by GBT or RDT), and centrifuge thickening of the waste activated sludge without polymer addition. This thickening strategy resulted in a significant reduction in the total anaerobic digester volumetric requirements, and a corresponding reduction in the capital and life-cycle costs. Approximately 50 percent of the NPV for the system consisted of the capital cost associated with the construction of the anaerobic digesters. This, in turn, made the life-cycle costs highly dependent on the performance of the primary sludge and WAS thickening units as poor sludge thickening mandated the construction of more digesters to provide the design HRT of 18 days at average annual flows and loads to the plant. Polymer costs for sludge thickening accounted for approximately 10 percent of total NPV over the 20-year period.
The paper describes the use of pilot testing, process modelling and a 20-year life-cycle cost analysis to optimize the sludge thickening equipment selection and anaerobic digester sizing for the large wastewater treatment facilities in the São Paulo Metropolitan Area. A model of a typical wastewater treatment plant was built using PRO2D, a steady state, whole plant simulator developed by...
Author(s)
Barry RabinowitzDeborah ElenterPaulo BeckerAmérico de Oliveira Sampaio
SourceProceedings of the Water Environment Federation
SubjectSession 68: Thickening and Processes to Improve Digestion
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2007
ISSN1938-6478
SICI1938-6478(20070101)2007:13L.5391;1-
DOI10.2175/193864707787969289
Volume / Issue2007 / 13
Content sourceWEFTEC
First / last page(s)5391 - 5405
Copyright2007
Word count318

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Barry Rabinowitz# Deborah Elenter# Paulo Becker# Américo de Oliveira Sampaio. THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 28 Sep. 2025. <https://www.accesswater.org?id=-293823CITANCHOR>.
Barry Rabinowitz# Deborah Elenter# Paulo Becker# Américo de Oliveira Sampaio. THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed September 28, 2025. https://www.accesswater.org/?id=-293823CITANCHOR.
Barry Rabinowitz# Deborah Elenter# Paulo Becker# Américo de Oliveira Sampaio
THE USE OF PROCESS MODELLING TO OPTIMIZE SLUDGE THICKENING AND DIGESTION
Access Water
Water Environment Federation
December 22, 2018
September 28, 2025
https://www.accesswater.org/?id=-293823CITANCHOR