| Main Title |
Storage and treatment of combined sewer overflows / |
| Author |
Liebenow, Wilbur R. ;
Oster, Clarence C. ;
Oste, Clarence C.
|
| Other Authors |
|
| CORP Author |
Environmental Protection Agency, Minneapolis, Minn. Lake Superior Basin Office. |
| Publisher |
U.S. G.P.O., |
| Year Published |
1972 |
| Report Number |
EPA-R2-72-070; EPA-11023-FIY; 03514 |
| Stock Number |
PB-214 106 |
| OCLC Number |
01004713 |
| Subjects |
Combined sewers. ;
Settling basins. ;
Sewerage--United States.
|
| Additional Subjects |
( Combined sewers ;
Water storage) ;
( Reservoirs ;
( Overflows ;
Surface water runoff ;
Feasibility ;
Flow control ;
Sewage treatment ;
Cost estimates ;
Operating costs ;
Capitalized costs ;
Performance evaluation ;
Rainfall intensity ;
Sewage flow rate ;
Chippewa Falls(Wisconsin)
|
| Internet Access |
|
| Holdings |
| Library |
Call Number |
Additional Info |
Location |
Last
Modified |
Checkout
Status |
| EJBD ARCHIVE |
EPA R2-72-070 |
|
Headquarters Library/Washington,DC |
04/11/2011 |
| EJBD |
EPA R2-72-070 |
|
Headquarters Library/Washington,DC |
01/14/2014 |
| EKAD |
EPA R2-72-070 |
|
Region 4 Library/Atlanta,GA |
02/09/2001 |
| ELBD RPS |
EPA R2-72-070 |
repository copy |
AWBERC Library/Cincinnati,OH |
10/17/2014 |
| NTIS |
PB-214 106 |
Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. |
|
01/01/1988 |
|
| Collation |
vii, 122 pages : illustrations ; 27 cm. |
| Abstract |
The objective of this study was to demonstrate the feasibility and economic effectiveness of a combined wastewater overflow detention basin. A paved asphalt detention basin with a storage volume of 8.66 acre feet was constructed at Chippewa Falls, Wisconsin to receive overflow from a 90 acre combined sewer area including all of the central business district. The system was designed so that the stored combined sewage could be pumped to the wastewater treatment plant when precipitation subsided. There were no observed detrimental effects on treatment plant operation due to the increased intermittent flows from the detention pond. The estimated cost of operating and maintaining the pond and associated facilities are given. Capital costs are also discussed. |
| Notes |
"Project 11023 FIY." Includes bibliographical references (page 101). |
