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
Publisher
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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Saint Anthony Falls Laboratory Project Reports
174
174
Funding information
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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