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Description: To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer...
To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation
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Description: To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer...
To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation

To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation

To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation

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Description: To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer...
To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation
Abstract
King County needed to rehabilitate approximately 1,100 meters (3,700 LF) of severely corroded 2,400 mm (96 in) diameter reinforced concrete pipe located in Renton, WA. During design of the project, Carollo completed a Flow Bypass Study to analyze existing flows in the interceptor and to develop a plan to bypass up to 173,000 m3/d (45 mgd) during low-flow summer months. The resulting bypass plan included provisions in the design that allowed for working under live flow conditions while providing the capability to remove all essential personnel and equipment during emergency high flow conditions. The bypass plan also included the preparation of a flow management plan that included coordination efforts of three wastewater treatment plants and two offsite operations groups, in addition to the project team to manage flows entering the project area. This paper reviews the risk management aspects addressed in preparing the bypass plan, including the flow analysis and flow management plan.
King County needed to rehabilitate approximately 1,100 meters (3,700 LF) of severely corroded 2,400 mm (96 in) diameter reinforced concrete pipe located in Renton, WA. During design of the project, Carollo completed a Flow Bypass Study to analyze existing flows in the interceptor and to develop a plan to bypass up to 173,000 m3/d (45 mgd) during low-flow summer months. The resulting bypass plan included provisions in the design that allowed for working under live flow conditions while providing the capability to remove all essential personnel and equipment during emergency high flow conditions. The bypass plan also included the preparation of a flow management plan that included coordination efforts of three wastewater treatment plants and two offsite operations groups, in addition to the project team to manage flows entering the project area. This paper reviews the risk management aspects addressed in preparing the bypass plan, including the flow analysis and flow management plan.
SpeakerWaligorski, Erik
Presentation time
13:50:00
14:10:00
Session time
13:30:00
14:10:00
SessionLet It Flow: Advanced Flow Analysis
Session number415
TopicCollection Systems
TopicCollection Systems
Author(s)
E. WaligorskiS. LeungC. CookM. ScottB. Isaac
Author(s)E. Waligorski1; S. Leung1; C. Cook1; M. Scott2; B. Isaac2;
Author affiliation(s)Carollo Engineers, WA1; King County Wastewater Treatment Division, WA2
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2020
DOI10.2175/193864718825157399
Volume / Issue
Content sourceWEFTEC
Copyright2020
Word count17

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Description: To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer...
To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation
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Description: To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer...
To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation
Abstract
King County needed to rehabilitate approximately 1,100 meters (3,700 LF) of severely corroded 2,400 mm (96 in) diameter reinforced concrete pipe located in Renton, WA. During design of the project, Carollo completed a Flow Bypass Study to analyze existing flows in the interceptor and to develop a plan to bypass up to 173,000 m3/d (45 mgd) during low-flow summer months. The resulting bypass plan included provisions in the design that allowed for working under live flow conditions while providing the capability to remove all essential personnel and equipment during emergency high flow conditions. The bypass plan also included the preparation of a flow management plan that included coordination efforts of three wastewater treatment plants and two offsite operations groups, in addition to the project team to manage flows entering the project area. This paper reviews the risk management aspects addressed in preparing the bypass plan, including the flow analysis and flow management plan.
King County needed to rehabilitate approximately 1,100 meters (3,700 LF) of severely corroded 2,400 mm (96 in) diameter reinforced concrete pipe located in Renton, WA. During design of the project, Carollo completed a Flow Bypass Study to analyze existing flows in the interceptor and to develop a plan to bypass up to 173,000 m3/d (45 mgd) during low-flow summer months. The resulting bypass plan included provisions in the design that allowed for working under live flow conditions while providing the capability to remove all essential personnel and equipment during emergency high flow conditions. The bypass plan also included the preparation of a flow management plan that included coordination efforts of three wastewater treatment plants and two offsite operations groups, in addition to the project team to manage flows entering the project area. This paper reviews the risk management aspects addressed in preparing the bypass plan, including the flow analysis and flow management plan.
SpeakerWaligorski, Erik
Presentation time
13:50:00
14:10:00
Session time
13:30:00
14:10:00
SessionLet It Flow: Advanced Flow Analysis
Session number415
TopicCollection Systems
TopicCollection Systems
Author(s)
E. WaligorskiS. LeungC. CookM. ScottB. Isaac
Author(s)E. Waligorski1; S. Leung1; C. Cook1; M. Scott2; B. Isaac2;
Author affiliation(s)Carollo Engineers, WA1; King County Wastewater Treatment Division, WA2
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2020
DOI10.2175/193864718825157399
Volume / Issue
Content sourceWEFTEC
Copyright2020
Word count17

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E. Waligorski#S. Leung#C. Cook#M. Scott#B. Isaac#. To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation. Water Environment Federation, 2020. Web. 13 May. 2025. <https://www.accesswater.org?id=-10028696CITANCHOR>.
E. Waligorski#S. Leung#C. Cook#M. Scott#B. Isaac#. To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation. Water Environment Federation, 2020. Accessed May 13, 2025. https://www.accesswater.org/?id=-10028696CITANCHOR.
E. Waligorski#S. Leung#C. Cook#M. Scott#B. Isaac#
To Flow or Not to Flow: 45mgd Bypass Flow Management Strategy for a 96-inch Sewer Rehabilitation
Access Water
Water Environment Federation
October 6, 2020
May 13, 2025
https://www.accesswater.org/?id=-10028696CITANCHOR