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.
| Original language | English (US) |
|---|---|
| State | Published - Dec 1982 |
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Dive into the research topics of 'Hydraulic Analysis Of The Proposed Additional Treatment Facilities'. Together they form a unique fingerprint.University Assets
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St. Anthony Falls Laboratory
Shen, L. (Director)
St. Anthony Falls LaboratoryEquipment/facility: Facility