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
Song, Charles C. S.; Gavali, Sharadchandra.
Hydraulic Analysis Of The Proposed Additional Treatment Facilities.
St. Anthony Falls Laboratory.
Retrieved from the University of Minnesota Digital Conservancy,
Content distributed via the University of Minnesota's Digital Conservancy may be subject to additional license and use restrictions applied by the depositor.