Hydraulic Analysis Of The Proposed Additional Treatment Facilities

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Hydraulic Analysis Of The Proposed Additional Treatment Facilities

Published Date

1982-12

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St. Anthony Falls Laboratory

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Report

Abstract

The existing Van Lare Treatment Plant has a design capacity of 150 MGD. As a part of the combined sewer overflow abatement program an additional primary treatment facility is being designed. The new primary treatment facility will be located next to the existing facility and will have the design treatment capacity of 270 MGD and the hydraulic capacity of 400 MGD.

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St. Anthony Falls Laboratory Project Reports
216

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Monroe County Department Of Engineering

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Song, Charles C. S.; Gavali, Sharadchandra. (1982). Hydraulic Analysis Of The Proposed Additional Treatment Facilities. Retrieved from the University Digital Conservancy, https://hdl.handle.net/11299/118571.

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