Record Display for the EPA National Library Catalog

RECORD NUMBER: 17 OF 21

OLS Field Name OLS Field Data
Main Title Strainer/filter treatment of combined sewer overflows /
Author Blecharczyk, Stephan S. ; Blecharczy, Stephen S. ; Shunne, Edward L.
Other Authors
Author Title of a Work
Shunney, Edward L.
CORP Author Fram Corp., Providence, R.I.
Publisher Federal Water Pollution Control Administration,
Year Published 1969
Report Number WP-20-16; EPA-950/R-69-037; DI-14-12-17; 10254
Stock Number PB-185 949
OCLC Number 09692103
Subjects Sewage disposal. ; Filters and filtration.
Additional Subjects ( Sewage ; Water pollution) ; ( Water filters ; Sewage) ; Disposal ; Wastes(Sanitary engineering) ; Rainfall ; Impurities ; Urban areas ; Purification ; Sampling ; Feasibility studies ; Water pollution control
Internet Access
Description Access URL
http://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=9101TISC.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
EJBD ARCHIVE EPA 950-R-69-037 Headquarters Library/Washington,DC 11/25/2013
EJBD  EPA 950-R-69-037 Headquarters Library/Washington,DC 04/21/2015
EKAM  TD223.A265 no.20-16 Region 4 Library/Atlanta,GA 02/15/1997 DISPERSAL
NTIS  PB-185 949 Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. NTIS 06/23/1988
Collation viii, 53 pages : illustrations ; 22 x 28 cm.
Abstract
The primary objective of this feasibility study was to evaluate the principle of a 'self-cleaning strainer, self-cleaning filter' concept for the treatment of combined sewer overflows. The anticipated goal was to design and construct a prototype system capable of handling up to 1000 gallons per minute with a B.O.D. reduction near 60 percent, and with the capability of automatic operation in remote locations. The strainer and filter systems were evaluated using the synthetic substrate, primary influent to two separate municipal treatment plants, fresh sewage solids and actual combined sewer flow. It was demonstrated that the strainer model produced consistent suspended solids removal rates near 35 percent under highly varying load conditions, at a flux of 25 gallons per minute per square foot. (Author)
Notes
Reproduced by the Clearinghouse for Federal Scientific & Technical Information.