Model Study Of The Van Lare Overflow Distribution Structure

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Model Study Of The Van Lare Overflow Distribution Structure

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1978-07

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Saint Anthony Falls Laboratory

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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.

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O'Brien and Gere Engineers, Division of Pure Water

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Killen, John M.; Song, Charles C. S.. (1978). Model Study Of The Van Lare Overflow Distribution Structure. Retrieved from the University Digital Conservancy, https://hdl.handle.net/11299/117292.

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