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Description: Book cover
Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors
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Description: Book cover
Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors

Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors

Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors

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Description: Book cover
Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors
Abstract
Biological behaviour in nutrient removal activated sludge systems with membranes for solid-liquid separation essentially is the same as in conventional systems with settling tanks, and the process design principles are no different. However, design of MBR-based systems must account for differences in mixed liquor concentration between reactors due to recycle flows, changing concentrations under diurnal flows, and the impact of recycle arrangements on solids distribution and concentrations. These factors, which do not occur with conventional systems, should be recognized in design where a main objective is to operate with a target sludge mass distribution between anaerobic, anoxic and aerobic zones. Also, analysis of dynamic behaviour is important due to time-varying concentrations under diurnal flow patterns. Aeration efficiency is reduced at the higher MLSS concentrations that can be achieved in MBR systems. Evaluating the balance between aeration efficiency and process volume requirements for different recycle arrangements resulting in lower/higher MLSS upstream of the membrane tank is important. Process simulation provides an efficient tool for analysis of both the design and operational issues that are unique to MBR systems.
Biological behaviour in nutrient removal activated sludge systems with membranes for solid-liquid separation essentially is the same as in conventional systems with settling tanks, and the process design principles are no different. However, design of MBR-based systems must account for differences in mixed liquor concentration between reactors due to recycle flows, changing concentrations under...
Author(s)
R.M. JonesP.L. DoldZ. Hu
SourceProceedings of the Water Environment Federation
SubjectSession 3: MBR Modeling
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2010
ISSN1938-6478
SICI1938-6478(20100101)2010:5L.166;1-
DOI10.2175/193864710798217197
Volume / Issue2010 / 5
Content sourceMembranes Conference
First / last page(s)166 - 174
Copyright2010
Word count188
Subject keywordsMBRnutrient removalchemical additionsimulationlow effluent TPmodellingsimulation

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Description: Book cover
Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors
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Description: Book cover
Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors
Abstract
Biological behaviour in nutrient removal activated sludge systems with membranes for solid-liquid separation essentially is the same as in conventional systems with settling tanks, and the process design principles are no different. However, design of MBR-based systems must account for differences in mixed liquor concentration between reactors due to recycle flows, changing concentrations under diurnal flows, and the impact of recycle arrangements on solids distribution and concentrations. These factors, which do not occur with conventional systems, should be recognized in design where a main objective is to operate with a target sludge mass distribution between anaerobic, anoxic and aerobic zones. Also, analysis of dynamic behaviour is important due to time-varying concentrations under diurnal flow patterns. Aeration efficiency is reduced at the higher MLSS concentrations that can be achieved in MBR systems. Evaluating the balance between aeration efficiency and process volume requirements for different recycle arrangements resulting in lower/higher MLSS upstream of the membrane tank is important. Process simulation provides an efficient tool for analysis of both the design and operational issues that are unique to MBR systems.
Biological behaviour in nutrient removal activated sludge systems with membranes for solid-liquid separation essentially is the same as in conventional systems with settling tanks, and the process design principles are no different. However, design of MBR-based systems must account for differences in mixed liquor concentration between reactors due to recycle flows, changing concentrations under...
Author(s)
R.M. JonesP.L. DoldZ. Hu
SourceProceedings of the Water Environment Federation
SubjectSession 3: MBR Modeling
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2010
ISSN1938-6478
SICI1938-6478(20100101)2010:5L.166;1-
DOI10.2175/193864710798217197
Volume / Issue2010 / 5
Content sourceMembranes Conference
First / last page(s)166 - 174
Copyright2010
Word count188
Subject keywordsMBRnutrient removalchemical additionsimulationlow effluent TPmodellingsimulation

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R.M. Jones# P.L. Dold# Z. Hu. Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 1 Jul. 2025. <https://www.accesswater.org?id=-297912CITANCHOR>.
R.M. Jones# P.L. Dold# Z. Hu. Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed July 1, 2025. https://www.accesswater.org/?id=-297912CITANCHOR.
R.M. Jones# P.L. Dold# Z. Hu
Process Simulation: Assisting Engineers in Design and Operation of Membrane Bioreactors
Access Water
Water Environment Federation
December 22, 2018
July 1, 2025
https://www.accesswater.org/?id=-297912CITANCHOR