Model Study Of The Van Lare Overflow Distribution Structure

John M. Killen, Charles C. S. Song

Research output: Book/ReportOther report

Abstract

The Van Lare sewage treatment facilities in Monroe County, New York must eventually receive waste from an increased number of waste effluent conduits. The combined flow to the Van Lare treatment facilities is limited to 230 mgd and must enter the facility through two-six-foot diameter conduits. Each conduit must carry half of the total maximum flow.
Original languageEnglish (US)
StatePublished - Jul 1978

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