Hydraulic Analysis Of The Proposed Additional Treatment Facilities

Charles C. S. Song, Sharadchandra Gavali

Research output: Book/ReportOther 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.
Original languageEnglish (US)
StatePublished - Dec 1982

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