Main Title |
Feasibility of treating septic tank waste by activated sludge |
Author |
Bennett, Stephen M. ;
Heidman, James A. ;
Kreissl., James F.
|
CORP Author |
District of Columbia Dept. of Environmental Services, Washington. EPA-DC Pilot Plant.;Municipal Environmental Research Lab., Cincinnati, Ohio. |
Publisher |
EPA, Office of Research and Development, |
Year Published |
1977 |
Report Number |
EPA-600/2-77-141; EPA-68-03-0349 |
Stock Number |
PB-272 105 |
OCLC Number |
15212998 |
Additional Subjects |
Septic tanks ;
Sewage treatment ;
Activated sludge process ;
Pumping ;
Performance evaluation ;
Waste water ;
Feasibility ;
Aeration ;
Biochemical oxygen demand ;
Organic loadings
|
Internet Access |
|
Holdings |
Library |
Call Number |
Additional Info |
Location |
Last Modified |
Checkout Status |
EJBD ARCHIVE |
EPA 600-2-77-141 |
|
Headquarters Library/Washington,DC |
10/25/2011 |
EJBD |
EPA 600-2-77-141 |
|
Headquarters Library/Washington,DC |
06/19/2014 |
EKAM |
TD778.B46 1977y |
|
Region 4 Library/Atlanta,GA |
11/20/1998 |
ESAD |
EPA 600-2-77-141 |
|
Region 10 Library/Seattle,WA |
03/23/2010 |
NTIS |
PB-272 105 |
Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. |
|
01/01/1988 |
|
Collation |
60 p. |
Abstract |
The objective of the study reported herein was to evaluate the impact of household septic tank wastes on municipal activated sludge treatment plants. Septage addition was evaluated on a continuous basis over a four-month period in a 7500 l/day (1980 gpd) pilot plant. The septage was combined with municipal wastewater primary effluent in a series of increasing loadings to the activated sludge unit. Results were compared to a control unit receiving primary effluent only. Shock load studies were also conducted in the pilot plant system and with a series of batch aeration tests. Septage addition was found to be feasible on either a continuous or intermittent basis. The response during the continuous feeding studies depended upon the organic loading and the septage characteristics. COD loadings below 3 g COD/g MLVSS/day could be handled without severe upset. Unacclimated systems also responded well when septage was added, and substantial organic removals were obtained within a relatively short time. |