| Main Title |
Biological treatment of combined sewer overflow at Kenosha, Wisconsin. / |
| Author |
Agnew, Robert W.,
|
| Other Authors |
|
| CORP Author |
Kenosha, Wis.;National Environmental Research Center, Cincinnati, Ohio.;Envirex, Inc., Milwaukee, Wis.;Alvord, Burdick and Howson, Chicago, Ill. |
| Publisher |
National Environmental Research Center, Office of Research and Development, U.S. Environmental Protection Agency, |
| Year Published |
1975 |
| Report Number |
EPA-670/2-75-019; EPA-ROAP-21-ASY; EPA-11023-EKC |
| Stock Number |
PB-242 126 |
| OCLC Number |
01416584 |
| Subjects |
Combined sewers--Wisconsin--Kenosha ;
Sewage--Purification--Biological treatment
|
| Additional Subjects |
Sewage treatment ;
Combined sewers ;
Overflows ;
Activated sludge process ;
Design ;
Construction ;
Performance evaluation ;
Surface water runoff ;
Automatic control equipment ;
Stabilization ;
Flocculating ;
Pumping ;
Settling ;
Clarification ;
Feasibility ;
Operating costs ;
Wisconsin ;
Kenosha(Wisconsin)
|
| Internet Access |
|
| Holdings |
| Library |
Call Number |
Additional Info |
Location |
Last
Modified |
Checkout
Status |
| EJBD |
EPA 670-2-75-019 |
c.1&2 |
Headquarters Library/Washington,DC |
05/17/2013 |
| ELBD ARCHIVE |
EPA 670-2-75-019 |
Received from HQ |
AWBERC Library/Cincinnati,OH |
10/04/2023 |
| ELBD |
EPA 670-2-75-019 |
|
AWBERC Library/Cincinnati,OH |
01/02/1998 |
| NTIS |
PB-242 126 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
| Collation |
xi, 247 pages : illustrations ; 27 cm |
| Abstract |
The report describes the design, construction, operation and two-year evaluation of a biological process used for the treatment of potential combined sewer overflow. A 75,700 cu m/day (20 mgd) modified contact stabilization process was constructed on the grounds of an existing 87,055 cu m/day (23 mgd) conventional activated sludge plant at a total cost of 1.1 million dollars. The demonstration system consisted of pumping facilities, the conversion of an unused flocculation basin into a grit basin, construction of a contact tank and stabilization tank, installation of a final clarifier and all associated yard piping and automatic control equipment. The demonstration system's raw sewage pump and clarifier were used by the dry weather plant when the demonstration system was not in use. |
| Notes |
Report prepared by Envirex Inc., Milwaukee, Wisconsin, City of Kenosha, Kenosha, Wisconsin, and Alvord, Burdick and Howson, Chicago, Illinois. "Project No. 11023 EKC; Program element no.1BB034." Includes bibliographical references (pages 113-115). |
