Main Title |
Disinfection/treatment of combined sewer overflows : Syracuse, New York / |
Author |
Drehwing, Frank J., ;
Oliver, Arthur J. ;
MacArthur, Dwight A. ;
Moffa, Peter E.
|
Other Authors |
|
CORP Author |
O'Brien and Gere Engineers, Inc., Syracuse, NY.;Municipal Environmental Research Lab., Cincinnati, OH. |
Publisher |
Municipal Environmental Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Available to the public through the National Technical Information Service. |
Year Published |
1979 |
Report Number |
EPA-600/2-79-134; EPA-S-802400 |
Stock Number |
PB80-113459 |
OCLC Number |
06432705 |
Subjects |
Combined sewer overflows ;
Water--Purification--Chlorination ;
Sewage--Purification--Rotating disc process ;
Combined sewers--Overflows
|
Additional Subjects |
Combined sewers ;
Overflows ;
Disinfection ;
Sewage treatment ;
Urban areas ;
Equipment ;
Runoff ;
Chlorine ;
Chlorine oxides ;
Adenosine phosphates ;
Protectors ;
Comparison ;
Performance evaluation ;
Efficiency ;
Removal ;
Mathematical models ;
Purification ;
Cost estimates ;
Operating costs ;
Field tests ;
New York ;
Chlorine oxide(ClO2) ;
Suspended solids ;
Syracuse(New York)
|
Internet Access |
|
Holdings |
Library |
Call Number |
Additional Info |
Location |
Last Modified |
Checkout Status |
EHAM |
TD745.D57 1979x |
|
Region 1 Library/Boston,MA |
04/29/2016 |
EIAD |
EPA-600/2-79-134 |
|
Region 2 Library/New York,NY |
03/31/2005 |
ELBD ARCHIVE |
EPA 600-2-79-134 |
|
AWBERC Library/Cincinnati,OH |
04/28/2022 |
ELBD |
EPA 600-2-79-134 |
|
AWBERC Library/Cincinnati,OH |
01/02/1998 |
ERAD |
EPA 600/2-79-134 |
|
Region 9 Library/San Francisco,CA |
10/01/2012 |
ESAD |
EPA 600-2-79-134 |
|
Region 10 Library/Seattle,WA |
03/23/2010 |
NTIS |
PB80-113459 |
Some EPA libraries have a fiche copy filed under the call number shown. |
|
07/26/2022 |
|
Collation |
xvii, 244 pages : illustrations ; 28 cm. |
Abstract |
The Syracuse demonstration program was designed to evaluate high-rate disinfection/treatment of Combined Sewer Overflows. The study covered field evaluations of high-rate treatment and disinfection by the following unit processes: three separate microscreening devices, swirl regulator/concentrator, and disinfection utilizing chlorine and chlorine dioxide. The three microscreening units were evaluated employing various hydraulic loading rates. Using multiple regression analysis techniques, mathematical performance models were developed for each unit relating suspended solids removal efficiencies to hydraulic and solid loading rates, and the results are presented in the reports. Similarly, performance models were developed for the treatment efficiency of the swirl regulator/concentrator and are reported. Capital and operating cost estimates indicated that solids removal via swirl regulation/concentration followed by disinfection by chlorine was the least expensive. |
Notes |
"O'Brien & Gere Engineers, Inc." "August 1979." Includes bibliographical references. "Grant no. S802400 (11020HFR). |