| Main Title |
Strainer/filter treatment of combined sewer overflows / |
| Author |
Blecharczyk, Stephan S. ;
Blecharczy, Stephen S. ;
Shunne, Edward L.
|
| Other Authors |
|
| 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 |
|
| 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. |
|
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. |
