Hydraulic Analysis Of The Proposed Additional Treatment Facilities
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Hydraulic Analysis Of The Proposed Additional Treatment Facilities
Published Date
1982-12
Publisher
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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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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