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Description: Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™)...
Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions
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Description: Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™)...
Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions

Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions

Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions

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Description: Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™)...
Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions
Abstract
United Utilities (UU) is the UK’s largest listed water and wastewater company, serving over 7 million customers in the Northwest of England; including Liverpool and Manchester. In June of 2015, UU awarded the upgrade of the Morecambe Wastewater Treatment Works (WwTW) to C2V+, which is a joint venture between Jacobs Engineering (CH2M at the time) and Volkerstevin. The Morecambe WwTW influent is typically cold (minimum 8 C) and weak (design COD of 251 mg/L). The influent design average flow was 19,700 m3/d (5.2 MGD) with a peak flow of 62,600 m3/d (16.5 MGD). A Nereda™ aerobic granular sludge sequencing batch reactor system was constructed and started up during the Fall of 2019. The system exhibited good granule development and met all effluent criteria for the facility. The performance indicates that AGS systems are applicable to weak and cold wastewaters.
United Utilities (UU) is the UK’s largest listed water and wastewater company, serving over 7 million customers in the Northwest of England; including Liverpool and Manchester. In June of 2015, UU awarded the upgrade of the Morecambe Wastewater Treatment Works (WwTW) to C2V+, which is a joint venture between Jacobs Engineering (CH2M at the time) and Volkerstevin. The Morecambe WwTW influent is typically cold (minimum 8 C) and weak (design COD of 251 mg/L). The influent design average flow was 19,700 m3/d (5.2 MGD) with a peak flow of 62,600 m3/d (16.5 MGD). A Nereda™ aerobic granular sludge sequencing batch reactor system was constructed and started up during the Fall of 2019. The system exhibited good granule development and met all effluent criteria for the facility. The performance indicates that AGS systems are applicable to weak and cold wastewaters.
SpeakerJohnson, Bruce
Presentation time
13:30:00
13:50:00
Session time
13:30:00
15:30:00
SessionGranular Developments: Advancements in Aerobic Granular Sludge Formation
Session number206
TopicMunicipal Wastewater Treatment Design, Nutrients, Research and Innovation
TopicMunicipal Wastewater Treatment Design, Nutrients, Research and Innovation
Author(s)
R. TsotsosB. JohnsonJ. BlackE. FoxL. MansellB. Oliver
Author(s)R. Tsotsos1; B. Johnson1; J. Black3; E. Fox2; L. Mansell3; B. Oliver4;
Author affiliation(s)Jacobs1; Volkerstevin2; United Utilities 3; RHDHV4
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2020
DOI10.2175/193864718825157795
Volume / Issue
Content sourceWEFTEC
Copyright2020
Word count18

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Description: Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™)...
Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions
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Description: Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™)...
Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions
Abstract
United Utilities (UU) is the UK’s largest listed water and wastewater company, serving over 7 million customers in the Northwest of England; including Liverpool and Manchester. In June of 2015, UU awarded the upgrade of the Morecambe Wastewater Treatment Works (WwTW) to C2V+, which is a joint venture between Jacobs Engineering (CH2M at the time) and Volkerstevin. The Morecambe WwTW influent is typically cold (minimum 8 C) and weak (design COD of 251 mg/L). The influent design average flow was 19,700 m3/d (5.2 MGD) with a peak flow of 62,600 m3/d (16.5 MGD). A Nereda™ aerobic granular sludge sequencing batch reactor system was constructed and started up during the Fall of 2019. The system exhibited good granule development and met all effluent criteria for the facility. The performance indicates that AGS systems are applicable to weak and cold wastewaters.
United Utilities (UU) is the UK’s largest listed water and wastewater company, serving over 7 million customers in the Northwest of England; including Liverpool and Manchester. In June of 2015, UU awarded the upgrade of the Morecambe Wastewater Treatment Works (WwTW) to C2V+, which is a joint venture between Jacobs Engineering (CH2M at the time) and Volkerstevin. The Morecambe WwTW influent is typically cold (minimum 8 C) and weak (design COD of 251 mg/L). The influent design average flow was 19,700 m3/d (5.2 MGD) with a peak flow of 62,600 m3/d (16.5 MGD). A Nereda™ aerobic granular sludge sequencing batch reactor system was constructed and started up during the Fall of 2019. The system exhibited good granule development and met all effluent criteria for the facility. The performance indicates that AGS systems are applicable to weak and cold wastewaters.
SpeakerJohnson, Bruce
Presentation time
13:30:00
13:50:00
Session time
13:30:00
15:30:00
SessionGranular Developments: Advancements in Aerobic Granular Sludge Formation
Session number206
TopicMunicipal Wastewater Treatment Design, Nutrients, Research and Innovation
TopicMunicipal Wastewater Treatment Design, Nutrients, Research and Innovation
Author(s)
R. TsotsosB. JohnsonJ. BlackE. FoxL. MansellB. Oliver
Author(s)R. Tsotsos1; B. Johnson1; J. Black3; E. Fox2; L. Mansell3; B. Oliver4;
Author affiliation(s)Jacobs1; Volkerstevin2; United Utilities 3; RHDHV4
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2020
DOI10.2175/193864718825157795
Volume / Issue
Content sourceWEFTEC
Copyright2020
Word count18

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R. Tsotsos#B. Johnson#J. Black# E. Fox#L. Mansell#B. Oliver#. Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions. Water Environment Federation, 2020. Web. 16 Jun. 2025. <https://www.accesswater.org?id=-10028462CITANCHOR>.
R. Tsotsos#B. Johnson#J. Black# E. Fox#L. Mansell#B. Oliver#. Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions. Water Environment Federation, 2020. Accessed June 16, 2025. https://www.accesswater.org/?id=-10028462CITANCHOR.
R. Tsotsos#B. Johnson#J. Black# E. Fox#L. Mansell#B. Oliver#
Design Development and Startup of an Aerobic Granular Sludge SBR (Nereda™) Under Cold and Weak Wastewater Conditions
Access Water
Water Environment Federation
October 5, 2020
June 16, 2025
https://www.accesswater.org/?id=-10028462CITANCHOR