Record Display for the EPA National Library Catalog

RECORD NUMBER: 4634 OF 4951

OLS Field Name OLS Field Data
Main Title The Swirl primary separator : development and pilot demonstration /
Author Sullivan, Richard H. ; Cohn, Morris M. ; Ure, James E. ; Parkinson, Fred ; Galiana, G.
Other Authors
Author Title of a Work
Sullivan, Richard H.
CORP Author American Public Works Association, Chicago, IL.;Municipal Environmental Research Lab., Cincinnati, OH.
Publisher Municipal Environmental Research, Office of Research and Development, Environmental Protection Agency ; Available through the National Technical Information Service,
Year Published 1978
Report Number EPA-600/2-78-122; APWA-73-3; EPA-68-03-0272; EPA-S-803157
Stock Number PB-286 339
OCLC Number 04320618
Subjects Sewage clarifiers. ; Combined sewers. ; Storm sewers. ; Sewage disposal.
Additional Subjects Sewage treatment ; Combined sewers ; Design criteria ; Mathematical models ; Hydraulic models ; Cost analysis ; Performance evaluation ; Equipment ; Runoff ; Swirling ; Concentrators ; Swirl primary separators ; Storm water runoff
Internet Access
Description Access URL
http://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=30000607.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
EHAM  TD665.S954 Region 1 Library/Boston,MA 04/29/2016
EJAD  EPA 600/2-78-122 Region 3 Library/Philadelphia, PA 06/02/2000
EJBD ARCHIVE EPA 600-2-78-122 Headquarters Library/Washington,DC 09/12/2011
EJBD  EPA 600-2-78-122 c.1 Headquarters Library/Washington,DC 03/26/2014
EKAM  TD665.S954 Region 4 Library/Atlanta,GA 11/06/1998
ELBD  EPA 600-2-78-122 AWBERC Library/Cincinnati,OH 12/19/1997
ESAD  EPA 600-2-78-122 Region 10 Library/Seattle,WA 11/07/1997
NTIS  PB-286 339 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 x, 206 pages : illustrations ; 28 cm.
Abstract
A study was conducted to determine if the swirl concentrator principle could be used to provide primary treatment to combined sewer overflows and municipal wastewater. A hydraulic model with synthetic wastewater and a mathematical model were both used to arrive at an optimized configuration and a design basis. The design was then tested under actual wet- and dry-weather flow conditions using a large scale, 1,137 cu m/d (0.3 mgd) pilot constructed in Toronto, Canada. The Toronto pilot evaluations confirmed the accuracy of the design (and associated design curves) developed under the model studies. The model and pilot studies indicated that the device could achieve 30 to 50 percent settleable solids removal efficiency for flows of less than 22 l/sec (0.5 mgd) at costs comparable to, or less than, conventional treatment units. Overflow rates of two to three times that of conventional units make possible the saving. The report contains thorough descriptions of the hydraulic/mathematical and pilot studies, and most importantly, the detailed design methodology.
Notes
This report supplements EPA-R2-72-008 ; EPA-670/2-74-039 ; EPA-670/2-75-011. Prepared by American Public Works Association, under Contract no. 68-03-0272, Grant no. S-803157. Includes bibliographical references.