Main Title |
Screening/Flotation treatment of combined sewer overflows : Volume II : full-scale operation Racine, Wisconsin / |
Author |
Meinholz, T. L. ;
Gruber, D. A. ;
Race, R. A. ;
Hansen, C. A. ;
Moser, J. H.
|
CORP Author |
Envirex, Inc., Milwaukee, WI. Environmental Sciences Div.;Municipal Environmental Research Lab., Cincinnati, OH. |
Publisher |
U.S. Environmental Protection Agency, |
Year Published |
1979 |
Report Number |
EPA-600/2-79-106 a; EPA-S-800744 |
Stock Number |
PB80-130693 |
OCLC Number |
06690713 |
Subjects |
Sewerage--Wisconsin--Racine
|
Additional Subjects |
Combined sewers ;
Overflows ;
Sewage treatment ;
Protectors ;
Flotation ;
Runoff ;
Sieves ;
Design criteria ;
Chlorination ;
Oxidation ;
Chemical removal(Sewage treatment) ;
Monitoring ;
Operating costs ;
Performance evaluation ;
Wisconsin ;
|
Internet Access |
|
Holdings |
Library |
Call Number |
Additional Info |
Location |
Last Modified |
Checkout Status |
EHAM |
QH541.R2EPA- 600/2-, 79-106a |
|
Region 1 Library/Boston,MA |
04/29/2016 |
EJBD |
EPA 600-2-79-106a |
c.1 |
Headquarters Library/Washington,DC |
01/16/2014 |
ELBD ARCHIVE |
EPA 600-2-79-106a |
Received from HQ |
AWBERC Library/Cincinnati,OH |
10/04/2023 |
ELBD |
EPA 600-2-79-106a |
|
AWBERC Library/Cincinnati,OH |
01/02/1998 |
NTIS |
PB80-130693 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
Collation |
xvii, 358 pages : illustrations ; 28 cm |
Abstract |
This study involved the planning, design, construction and operation of a two-year evaluation period, of three full-scale demonstration systems for the treatment of storm generated discharges. As part of the evaluation, the quality of the receiving body was also monitored. Two of the systems, located at two major points of combined sewer overflow to the Root River in Racine, Wisconsin, employed screening/dissolved-air flotation to treat the overflow prior to discharge. The two systems had a combined capacity of 222,000 cu m/dayk (58.5 mgd). The third system utilized screening only for the treatment of urban stormwater, having a capacity of 14,800 cu m/day (3.9 mgd). Results indicated that the 'satellite plant' concept of locating treatment plants at points of combined sewer overflow discharge is a feasible alternative to combined sewer separation. The chlorination system met the fecal coliform standard for the whole body contact specified by the State of Wisconsin for the Root River. |