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RECORD NUMBER: 40 OF 158

OLS Field Name OLS Field Data
Main Title Demonstration of void space storage with treatment and flow regulation /
CORP Author Rohrer Associates, Karl R.
Publisher Municipal Environmental Research Laboratory, Office of Research and Development, EPA,
Year Published 1976
Report Number EPA 600/2-76-272; EPA-11020-DXH
Stock Number PB-263 032
OCLC Number 16013019
Subjects Combined sewer overflows. ; Underground storage tanks.
Additional Subjects Underground storage ; Combined sewers ; Water pollution control ; Overflows ; Storage tanks ; Runoff ; Waste water ; Flow regulators ; Prototypes ; Drainage ; Chlorination ; Clarification ; Construction ; Performance evaluation ; Construction costs ; Ohio
Internet Access
Description Access URL
http://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=3000027X.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
EJAD  EPA 600/2-76-272 Region 3 Library/Philadelphia, PA 08/01/1997
EJBD ARCHIVE EPA 600/2-76-272 Headquarters Library/Washington,DC 03/31/2014
EJBD  EPA 600/2-76-272 c.1 Headquarters Library/Washington,DC 03/31/2014
EKAM  TD370.R63 1976y Region 4 Library/Atlanta,GA 10/23/1998
ELBD  EPA 600-2-76-272 AWBERC Library/Cincinnati,OH 12/19/1997
ESAD  EPA 600-2-76-272 Region 10 Library/Seattle,WA 03/23/2010
NTIS  PB-263 032 Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. NTIS 01/01/1988
Collation 115 pages 28 cm.
Abstract The purpose of this project was to demonstrate and evaluate the feasibility of an underground void space storage tank, in containing and regulating storm overflows from a combined sewer thus reducing the pollution loads discharged to the receiving water body. System design, construction, and two years operation were conducted under the study. The prototype facility was constructed in Akron, Ohio with a combined sewer drainage area of 76.3 hectare (188.5 acres). The tank is of an excavated hopper shape, lined with an impermeable membrane and filled with an inert media. Storage of the waste water is in the void space of the media. After the storm event, the stored stormwater was gravity fed into the interceptor sewer for subsequent treatment. The underground facility was a dual usage concept. In addition to collecting, chlorinating, and detaining potential combined sewer overflows, the facility's top surface could be made usable as a park or recreational grounds.
Notes "December 1976." Includes bibliographical references (pages 69-70).
Contents Notes The purpose of this project was to demonstrate and evaluate the feasibility of an underground void space storage tank, in containing and regulating storm overflows from a combined sewer thus reducing the pollution loads discharged to the receiving water body. System design, construction, and two years operation were conducted under the study. The prototype facility was constructed in Akron, Ohio with a combined sewer drainage area of 76.3 hectare (188.5 acres). The tank is of an excavated hopper shape, lined with an impermeable membrane and filled with an inert media. Storage of the waste water is in the void space of the media. After the storm event, the stored stormwater was gravity fed into the interceptor sewer for subsequent treatment. The underground facility was a dual usage concept. In addition to collecting, chlorinating, and detaining potential combined sewer overflows, the facility's top surface could be made usable as a park or recreational grounds.
Place Published Cincinnati, Ohio,
Corporate Au Added Ent United States. Environmental Protection Agency.
PUB Date Free Form 1976.
Series Title Traced Environmental protection technology series
NTIS Prices PC A07/MF A01
BIB Level m
Cataloging Source OCLC/T
OCLC Time Stamp 20060615131240
Language eng
Origin OCLC
Type MERGE
OCLC Rec Leader 00592nam 2200205K 45020