Record Display for the EPA National Library Catalog


OLS Field Name OLS Field Data
Main Title Fine solids removal following combined chemical-trickling filter treatment /
Author Brown, James Clement,
CORP Author North Carolina Univ. at Chapel Hill. Dept. of Environmental Sciences and Engineering.;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 1980
Report Number EPA-600/2-80-099; EPA-68-03-0225; PB81140659
Stock Number PB81-140659
OCLC Number 06905834
Subjects Trickling filters. ; Sewage--Purification--Filtration.
Additional Subjects Trickling filtration ; Chemical removal(Sewage treatment) ; Sewage treatment ; Upgrading ; Clarification ; Settling ; Lagoons(Ponds) ; Coagulation ; Aluminum sulfate ; Gravel ; Filters ; Performance evaluation ; Pilot plants ; Water quality ; Removal ; Suspended solids
Internet Access
Description Access URL
Library Call Number Additional Info Location Last
EHAM  TD172.E46 600 1980, no.099 Region 1 Library/Boston,MA 04/29/2016
EJBD ARCHIVE EPA 600-2-80-099 Headquarters Library/Washington,DC 04/14/2014
EJBD  EPA 600-2-80-099 Headquarters Library/Washington,DC 04/05/2016
ELBD  EPA 600-2-80-099 AWBERC Library/Cincinnati,OH 11/20/1998
ESAD  EPA 600-2-80-099 Region 10 Library/Seattle,WA 03/23/2010
NTIS  PB81-140659 Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. 01/01/1988
Collation x, 26 pages : illustrations ; 28 cm.
This research project was designed to evaluate the effectiveness of settling ponds and several types of granular media filters for removing residual fine solids from the effluent of a conventional, high-rate, rock media trickling filter plant when alum is applied ahead of secondary clarification. Two pilot settling ponds, one covered and one open, were operated at detention times ranging from 8 to 30 hr. Two pilot granular media filters were operated at filtration rates ranging from 1.0 to 2.0 1/sec/sq m (1.5 to 3.0 gpm/sq ft). The filters were operated in both downflow and upflow modes, with various media used in each operational mode. Very modest improvement in final effluent quality, generally less than 25 percent, was observed.
"UNC Wastewater Research Center, Department of Environmental Sciences and Engineering, University of North Carolina at Chapel Hill." "Wastewater Research Division, Municipal Environmental Research Laboratory." "July 1980." Includes bibliographical references (page 25). "Contract no. 68-03-0225."