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RECORD NUMBER: 1 OF 7

OLS Field Name OLS Field Data
Main Title Demonstration of a high-rate activated sludge system /
Author Huang, Ching H. ; Feuerstein, Donald L. ; Miller., Elmer L.
Other Authors
Author Title of a Work
Miller, Elmer L.
Stern, Gerald.
CORP Author Engineering-Science, Inc., Berkeley, Calif.;National Environmental Research Center, Cincinnati, Ohio.
Publisher National Environmental Research Center, Office of Research and Development, U.S. Environmental Protection Agency,
Year Published 1975
Report Number EPA-670/2-75-037; EPA-WPRD-16-01-67; EPA-ROAP-21ASR-007
Stock Number PB-240005
OCLC Number 22722928
Subjects Sewage--Purification--Activated sludge process. ; Sewage--Purification--Biological treatment. ; Sewage sludge--Disinfection.
Additional Subjects Sewage treatment ; Activated sludge process ; Biochemical oxygen demand ; Separation ; Chemical reactions ; Reaction kinetics ; Biomass ; Theses ; Design ; Filtration ; Solids ; Performance evaluation ; California ; Chino(California)
Internet Access
Description Access URL
https://nepis.epa.gov/Exe/ZyPDF.cgi?Dockey=91007XWC.PDF
Holdings
Library Call Number Additional Info Location Last
Modified
Checkout
Status
EJBD ARCHIVE EPA 670-2-75-037 Headquarters Library/Washington,DC 02/03/2020
NTIS  PB-240 005 Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. 01/01/1988
Collation xi, 139 pages : illustrations ; 28 cm
Abstract
A high-rate activated sludge system was designed, constructed and operated at the City of Chino as a biological treatment system utilizing the maximum growth-rate potential of activated sludge as a means of removing organic, and possibly inorganic, materials from domestic wastewater. Operating results indicate that full-scale systems can be operated at high growth rates and high substrate loading rates with concomitant high substrate removal velocities and high quality effluent. Substrate loading rates as high as 3.6 (mg BOD)/(mg MLVSS) (day) and effluent BOD as low as 5 mg/l were achieved. A kinetic description indicated a yield coefficient of 0.92 (mg MLVSS produced)/(mg BOD removed), a decay constant of 0.027/day and a half-saturation constant of 26 (mg BOD)/1. The significance of these kinetic characteristics in process design and operational control is presented. Four solids separation systems--vibratory screens, enhanced gravity separation, dissolved air flotation and hydro-centrifugal cleaned screens--were tested for activated sludge solids separation.
Notes
"EPA 670-2-75-037." "March 1975." Cover title. "Program element no. 1BB043." Sponsored by National Environmental Research Center Includes bibliographical references (pages 134-137). Print reproduction.