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RECORD NUMBER: 45 OF 45

Main Title Wastewater characterization and process reliability for potable water reclamation {microform} /
Author Petrasek, Albert C.
CORP Author Dallas Water Utilities Dept., Tex. ;Texas A and M Univ., College Station.;Municipal Environmental Research Lab., Cincinnati, Ohio.
Publisher National Technical Information Service,
Place Published Springfield, Va. :
Year Published 1977
Report Number EPA/600/2-77/210; EPA-R-803292
Stock Number PB-274 874
OCLC Number 53300403
Subjects Potable water; Water reclamation; Sewage treatment; Water treatment; Trinity River Basin; Texas; Process charting; Performance evaluation; Nutrients; Design criteria; Activated sludge; Activated carbon; Filtration; Regulations; Metals; Water pollution control; Organic compounds; Solids; Phosphorus; Nitrogen; Water quality; Waste water reuse; Dallas(Texas)
Subject Added Ent Water reuse; Water--Purification
Holdings
Library   Call Number Additional Info Location Date Modified
ERBD PB-274 874 NERL/ESD-LV Library/Las Vegas,NV 10/31/2003
NTIS PB-274 874 Most EPA libraries have a fiche copy filed under the call number shown. Check with individual libraries about paper copy. NTIS 01/01/1988
Collation ia, xi, 113 p. : ill. ; 28 cm.
Abstract This research effort was initiated to quantify water quality criteria of importance in evaluating the performance of a wastewater treatment facility producing a product water potentially available for potable reuse. Additionally, the reliability of individual unit processes was evaluated and the effects of process instability on product water-quality were investigated. The sequence of unit processes used in the study to treat municipal wastewater consisted of screening, degritting, primary clarification, biological treatment with completely-mixed activated sludge, high-pH lime coagulation, single-stage recarbonation with liquid carbon dioxide, gravity filtration, and two-stage activated carbon adsorption. Flows through the pilot plant ranged from 9.6 liters per second (152 gpm) for the activated sludge influent to 1.1 liters per second (18 gpm) for the product water. Twenty-four-hour composite samples were collected daily for routing analyses; weekly composite samples were used for metals determinations. The final product water complied with the quality criteria of the National Interim Primary Drinking Water Regulations in all respects. Significant process instabilities had little effect on product water quality due to the redundant nature of the treatment system employed.
Notes Reprint of the 1977 ed. published by the Municipal Environmental Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Cincinnati, in series: Environmental protection technology series ; EPA-600/2-77-210. "PB 274 874." Bibliography: p. 113. Microfiche.
Supplementary Notes Prepared by Texas A and M Univ., College Station.
Corporate Au Added Ent Dallas (Tex.). Water Utilities Dept. ; Municipal Environmental Research Laboratory.
PUB Date Free Form 1977.
NTIS Prices PC A07/MF A01
BIB Level m
OCLC Time Stamp 20031028114058
Cataloging Source OCLC/T
Language eng
Origin OCLC
Type MERGE
OCLC Rec Leader 01273nam 2200289Ka 45020