Model Study Of The Van Lare Overflow Distribution Structure

John M. Killen; Charles C. S. Song

Model Study Of The Van Lare Overflow Distribution Structure

John M. Killen, Charles C. S. Song

St. Anthony Falls Laboratory

Research output: Book/Report › Other 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 language	English (US)
State	Published - Jul 1978

Publisher link

http://purl.umn.edu/117292

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St. Anthony Falls Laboratory
Lian Shen (Director)
St. Anthony Falls Laboratory
Equipment/facility: Facility

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title = "Model Study Of The Van Lare Overflow Distribution Structure",

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.",

author = "Killen, {John M.} and Song, {Charles C. S.}",

year = "1978",

month = jul,

language = "English (US)",

}

TY - BOOK

T1 - Model Study Of The Van Lare Overflow Distribution Structure

AU - Killen, John M.

AU - Song, Charles C. S.

PY - 1978/7

Y1 - 1978/7

N2 - 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.

AB - 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.

M3 - Other report

BT - Model Study Of The Van Lare Overflow Distribution Structure

ER -

Model Study Of The Van Lare Overflow Distribution Structure

Abstract

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University Assets

St. Anthony Falls Laboratory

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