Record Display for the EPA National Library Catalog

RECORD NUMBER: 287 OF 351

Main Title The feasibility of a regional industrial wastewater treatment facility /
Author Bramer, Henry C., ; Caswell, Charles A.
Other Authors
Author Title of a Work
Caswell, Charles A.
CORP Author Datagraphics, Inc., Pittsburgh, PA.;Robert S. Kerr Environmental Research Lab., Ada, OK.
Publisher Robert S. Kerr Environmental Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Available through the National Technical Information Service.
Year Published 1980
Report Number EPA-600/2-80-065; EPA-R-804182
Stock Number PB80-195787
OCLC Number 13607907
Subjects Factory and trade waste--United States ; Sewage--Purification--Activated sludge process ; Water treatment plants--United States
Additional Subjects Activated sludge process ; Industrial waste treatment ; Activated carbon treatment ; Feasibility ; Regional planning ; Bacteria ; Mutations ; Filtration ; Monongahela River ; Wet oxidation
Internet Access
Description Access URL
https://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=9101B2W0.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
EHAM  TD897.6.B72 1980 Region 1 Library/Boston,MA 04/29/2016
EJBD  EPA 600-2-80-065 Headquarters Library/Washington,DC 04/01/2016
ELBD ARCHIVE EPA 600-2-80-065 Received from HQ AWBERC Library/Cincinnati,OH 10/04/2023
EMBD  EPA/600/2-80/065 NRMRL/GWERD Library/Ada,OK 02/17/1995
ERAD  EPA 600/2-80-065 Region 9 Library/San Francisco,CA 10/09/2012
ESAD  EPA 600-2-80-065 Region 10 Library/Seattle,WA 03/23/2010
NTIS  PB80-195787 Some EPA libraries have a fiche copy filed under the call number shown. 07/26/2022
Collation viii, 69 pages : illustrations ; 28 cm.
Abstract
The feasibility of establishing a regional industrial wastewater treatment (RWT) facility to serve the 68 industrial plants along the lower reaches of the Monongahela River has been studied. It has been concluded that a facility consisting of an interceptor sewer system following the river course with a treatment plant near the point at Pittsburgh is technically possible. The facility would best be designed to treat up to 568,000 cubic meters per day (cu m/day) (150 million gallons per day (mgd)) of wastewater.
Notes
"April 1980." Prepared by Datagraphics, Inc., for U.S. Environmental Protection Agency, Office of Research and Development, Robert S. Kerr Environmental Research Laboratory, Ada, Oklahoma, under grant no. Includes bibliographical references (pages 54-60).